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SDP201300015 Plan - Approved 2013-04-11
v+ 3 v 0 U I U d- 0 00 00 0 rn i 3 i c v Q_ -6 �l- 0 O6 00 0 rn 0 N 0 Q 000 0 rn 0 N i z I- late] ki alut LEGEND EXISTING NEW DESCRIPTION EXISTING NEW DESCRIPTION - O AVEMORE PHASE IV AT CHARLOTTESVILLE, LLC CONTOUR (INDEX AS C/O PEACHTREE HOMES, INC. 500 INDICTED ON SITE PLAN) 879,737 -O CONTOUR (INTERVAL AS - 200600063 11 INDICTED ON SITE PLAN) 499.50 +99 5 SPOT ELEVATION 28343 MALLARD DRIVE -- •-- OVERLAND FLOW DIRECTION NO. TITLE TREE LINE ACRE FH EDGE OF PAVEMENT - -- ----------- - --- - -- - REQUIRED PROPERTY LINE SAN SAN SANITARY SEWER SD SD IRON PIN FOUND AIR RELEASE VALVE ® STORM SEWER EX 8'' WATER 8" WATER WATER LINE UGE — _UGE— UNDERGROUND ELECTRICAL LINE UGT — —UGT— UNDERGROUND TELEPHONE LINE BACK OF CURB FOC ABANDONED OR DEMOLISH --- - - - - -- - --- - - - - -- DRAINAGE DIVIDE FH FH FIRE HYDRANT (w V R15 (CLUSTER DESIGNATION); ENTRANCE CORRIDOR OVERLAY DISTRICT WATER VALVE sAN O SAN SEWER MANHOLE sT O STORM DRAIN MANHOLE -2 4" SHC CO & SEWER HOUSE CONNECTIC 15 -0 WATER METER BENCH MARK Q PARKING SPACES SAN -Q- TRAFFIC SIGN NEW STORM DRAINAGE MAXIMUM STRUCTURE HEIGHT: MAXIMUM ALLOWABLE STRUCTURE HEIGHT - 65' STRUCTURE 2 9 — STRUCTURE NUMBER NEW SANITARY GF GARAGE FLOOR STRUCTURE O — STRUCTURE NUMBER - O AVEMORE PHASE IV AT CHARLOTTESVILLE, LLC CURB DROP INLET C/O PEACHTREE HOMES, INC. O YARD INLET 879,737 -O SANITARY CLEAN OUT CO 200600063 11 (443) 995 -2614 -0 # LIGHT POLE 28343 MALLARD DRIVE DRAWING NO. TELEPHONE POLE WITH NO. TITLE GUY WIRE & ANCHOR ACRE FH POWER POLE REQ'D REQUIRED TREE CHARLOTTESVILLE, VA 22911 SHRUB OIPF (434) 960 -7549 IRON PIN FOUND AIR RELEASE VALVE ® BORING TEST PIT AO BENCHMARK BM RIP -RAP D D STRUCTURE 1 FUTURE STRUCTURE DEMOLISH OR ABANDON STRUCTURE REVERSE CURB & GUTTER (CG -6R) STANDARD CURB & GUTTER (CG -6) CURB & GUTTER TRANSITION FROM (OR TO) REVERSE CURB & GUTTER NOTES: 1. THE SIZE: OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. INAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA JUNE 28, 2010 w °o 2a1° 00065 20 0 Q 0 1 � z 0 c~ AVEMORE POND ROAD SITE LOCATION `,- FONTANA DRIVE WI LTO AV MO E FONTA A VERONA DRIVE FARM BUS 250 250 PAVILIONS AT PANTOPS ROLKIN ROAD * Monticello CANTERBURY i VICINITY MAP 1 " =2000' I GENERAL NOTES: 1. FIRE FLOW CAPACITY FROM NEAREST EXISTING PUBLIC HYDRANT IS 3375 GPMI +/- AT 20 PSI RESIDUAL. 2. BACKFLOW PREVENTION IS REQUIRED. 3. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR AVEMORE PHASE IV ARE PROVIDED IN THE EXISTING STORMWATER MANAGEMENT FACILITY CONSTRUCTED WITH AVEMORE PHASE I FOR THE PURPOSE OF PROVIDING STORMWATER MANAGEMENT FOR PHASES I -IV. DOCUMENTATION DEMONSTRATING THAT THE SWM FACILITY CONSTRUCTED WITH AVEMORE PHASE I PROVIDES SWM QUANTITY AND QUALITY CONTROLS FOR AVEMORE PHASES I -IV WAS PROVIDED WITH THE SUBMISSION OF AVEMORE PHASE II AND PHASE III SDP AND WPO PLANS (THIS FACILITY HAS NOT BEEN CONVERTED TO A FINAL SWM FACILITY). 4. ALL STREETS AND STORM DRAINS CONSTRUCTED WITH THIS PLAN ARE (PRIVATELY OWNED AND MAINTAINED. AN ACCESS AND MAINTENANCE EASEMENT FROM BACK OF CURB TO BACK OF CURB SHALL BE PROVIDED FOR ALL PRIVATELY OWNED AND MAINTAINED STREETS. AN ACCESS AND MAINTENANCE EASEMENT SHALL BE PROVIDED FOR GUEST "SURFACE" PARKING SPACES. SEE SHEET 7. 5. EACH UNIT SHALL BE EQUIPPED WITH EITHER A FREE - STANDING LIGHTING FIXTURE OR A WALL MOUNTED FIXTURE WITH LESS THAN 3000 LUMEN. 6. PUBLIC WATER AND SEWER EASEMENTS SHALL BE DEDICATED TO ACSA. 7. IF THE RIGHT TO INGRESS /EGRESS VIA WILTON COUNTRY LANE IS ACQUIRED BY THE DEVELOPER THE TRAFFIC COUNT TO EXISTING AVEMORE POND ROAD WILL BE REDUCED. F01 0 A& OWNER: AVEMORE PHASE IV AT CHARLOTTESVILLE, LLC ABBREVIATIONS C/O PEACHTREE HOMES, INC. AC 28343 MALLARD DRIVE 879,737 EASTON, MD 21601 INDEX OF SHEETS 200600063 11 (443) 995 -2614 APPLICANT /DEVELOPER: PEACHTREE HOMES, INC. 1.014 28343 MALLARD DRIVE DRAWING NO. SHEET NO. TITLE AC ACRE FH FIRE HYDRANT REQ'D REQUIRED CHARLOTTESVILLE, VA 22911 ATTN: DAVID M. JENSEN, PE (434) 960 -7549 ARV AIR RELEASE VALVE FL FLUORIDE RT RIGHT C -1 1 OF 15 COVER SHEET BOC BACK OF CURB FOC FACE OF CURB R/W RIGHT OF WAY MAGISTERIAL DISTRICT: RIVANNA TAX MAP REFERENCE: 078BO -03 -00 -001 CO ZONING: R15 (CLUSTER DESIGNATION); ENTRANCE CORRIDOR OVERLAY DISTRICT ZMA- 2000 -010 SP- 2006 -69 SP- 2006 -70 C -2 2 OF 15 GENERAL NOTES BM BENCH MARK GA GALLONS SAN SANITARY SEWER IN COMPLIANCE WITH SECTION 4.11.3 OF THE ALBEMARLE COUNTY CODE. MAXIMUM STRUCTURE HEIGHT: MAXIMUM ALLOWABLE STRUCTURE HEIGHT - 65' PROPOSED BUILDING HEIGHT - 35' BOV BLOW OFF VALVE GF GARAGE FLOOR SD STORM DRAIN C -3 3 OF 15 GENERAL NOTES AND PROPERTY INFORMATION BRL BUILDING RESTRICTION LINE GV GATE VALVE SFA SINGLE FAMILY ATTACHED C -4 4 OF 15 EARTHWORK NOTES AND SITE DETAILS C &G CURB & GUTTER HB HORIZONTAL BEND SHC SEWER HOUSE CONNECTION I� CENTER LINE HC HANDICAP SQ SQUARE C -5 5 OF 15 MASTER PHASING PLAN C. L. CHAIN LINK HDPE HIGH DENSITY POLYETHELENE S.F. SQUARE FEET C -6 6 OF 15 EXISTING CONDITIONS AND DEMOLITION PLAN CO CLEAN OUT HP HIGH POINT STA STATION CONC CONCRETE INV INVERT STD STANDARD C -7 7 OF 15 SITE LAYOUT IPF IRON PIN FOUND CY CUBIC YARDS LF LINEAR FEET SW SIDEWALK C -8 8 OF 15 GRADING AND DRAINAGE PLAN DIA DIAMETER SY SQUARE YARD DIP DUCTILE IRON PIPE LT LEFT C -9 9 OF 15 UTILITY PLAN AND SANITARY SEWER PROFILES MH MANHOLE TC TOP OF CURB ESMT EASEMENT NIC NOT IN CONTRACT TS &V TAPPING SLEEVE & VALVE C -10 10 OF 15 WATERLINE PROFILES EL ELEC ELEVATION ELECTRIC NTS NOT TO SCALE TYP TYPICAL C -11 11 OF 15 STORM DRAIN PROFILES AND CALCULATIONS O.C. ON CENTER UG UNDERGROUND EOP EDGE OF PAVEMENT PROP PROPOSED W WATER LINE C -12 12 OF 15 PHASE I EROSION AND SEDIMENT CONTROL PLAN EX OR EXIST EXISTING PVC POLYVINYL CHLORIDE WHC WATER HOUSE CONNECTION C -12A 12A OF 15 PHASE II EROSION AND SEDIMENT CONTROL PLAN FF FINISHED FLOOR RCP REINFORCED CONCRETE PIPE WM WATER METER C -13 13 OF 15 EROSION AND SEDIMENT CONTROL NARRATIVE C -14 14 OF 15 EROSION AND SEDIMENT CONTROL DETAILS NOTE: ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. C -15 15 OF 15 LANDSCAPE PLAN I GENERAL NOTES: 1. FIRE FLOW CAPACITY FROM NEAREST EXISTING PUBLIC HYDRANT IS 3375 GPMI +/- AT 20 PSI RESIDUAL. 2. BACKFLOW PREVENTION IS REQUIRED. 3. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR AVEMORE PHASE IV ARE PROVIDED IN THE EXISTING STORMWATER MANAGEMENT FACILITY CONSTRUCTED WITH AVEMORE PHASE I FOR THE PURPOSE OF PROVIDING STORMWATER MANAGEMENT FOR PHASES I -IV. DOCUMENTATION DEMONSTRATING THAT THE SWM FACILITY CONSTRUCTED WITH AVEMORE PHASE I PROVIDES SWM QUANTITY AND QUALITY CONTROLS FOR AVEMORE PHASES I -IV WAS PROVIDED WITH THE SUBMISSION OF AVEMORE PHASE II AND PHASE III SDP AND WPO PLANS (THIS FACILITY HAS NOT BEEN CONVERTED TO A FINAL SWM FACILITY). 4. ALL STREETS AND STORM DRAINS CONSTRUCTED WITH THIS PLAN ARE (PRIVATELY OWNED AND MAINTAINED. AN ACCESS AND MAINTENANCE EASEMENT FROM BACK OF CURB TO BACK OF CURB SHALL BE PROVIDED FOR ALL PRIVATELY OWNED AND MAINTAINED STREETS. AN ACCESS AND MAINTENANCE EASEMENT SHALL BE PROVIDED FOR GUEST "SURFACE" PARKING SPACES. SEE SHEET 7. 5. EACH UNIT SHALL BE EQUIPPED WITH EITHER A FREE - STANDING LIGHTING FIXTURE OR A WALL MOUNTED FIXTURE WITH LESS THAN 3000 LUMEN. 6. PUBLIC WATER AND SEWER EASEMENTS SHALL BE DEDICATED TO ACSA. 7. IF THE RIGHT TO INGRESS /EGRESS VIA WILTON COUNTRY LANE IS ACQUIRED BY THE DEVELOPER THE TRAFFIC COUNT TO EXISTING AVEMORE POND ROAD WILL BE REDUCED. F01 0 A& OWNER: AVEMORE PHASE IV AT CHARLOTTESVILLE, LLC AC C/O PEACHTREE HOMES, INC. AC 28343 MALLARD DRIVE 879,737 EASTON, MD 21601 463,914 ATTN: GEORGE WEBB 200600063 11 (443) 995 -2614 APPLICANT /DEVELOPER: PEACHTREE HOMES, INC. 1.014 28343 MALLARD DRIVE 82,328 EASTO N , MID 21 601 27,144 ATTN: GEORGE WEBB TOTAL (443) 995 -2614 ENGINEER: WW ASSOCIATES, INC 112.2881 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 ATTN: DAVID M. JENSEN, PE (434) 960 -7549 SOURCE_ OF BOUNDARY SURVEY: WW ASSOCIATES, INC. (2001) SOURCE OF TOPOGRAPHY: GEO SERVICES AERIAL SURVEY SUPPLEMENTED BY WW ASSOCIATES, INC. GROUND SURVEY (2010) THERE HAVE BEEN NO LAND DISTURBING ACTIVITIES CONDUCTED ON THIS LAND MASS SINCE THE DATE OF WW ASSOCIATES, INC 2010 GROUND SURVEY. AS BASED ON THIS AND A VISUAL INSPECTION, THE EXISTING TOPOGRAPHY SHOWN ON THE PLAN REMAINS VALID. COUNTY, STATE: ALBEMARLE COUNTY, VA, MAGISTERIAL DISTRICT: RIVANNA TAX MAP REFERENCE: 078BO -03 -00 -001 CO ZONING: R15 (CLUSTER DESIGNATION); ENTRANCE CORRIDOR OVERLAY DISTRICT ZMA- 2000 -010 SP- 2006 -69 SP- 2006 -70 ZMA- 2006 -021 SP- 2006 -044 SETBACK REQUIREMENTS: FRONT - 25' *SIDE - 15' REAR - 20' *NOTE: THE SIDE SETBACK REDUCTION TO 10' IS ALLOWED AS THE SITE IS IN COMPLIANCE WITH SECTION 4.11.3 OF THE ALBEMARLE COUNTY CODE. MAXIMUM STRUCTURE HEIGHT: MAXIMUM ALLOWABLE STRUCTURE HEIGHT - 65' PROPOSED BUILDING HEIGHT - 35' EX1,D' ING USE: VACANT PROPOSED USE: 34 FEE SIMPLE SINGLE FAMILY ATTACHED DWELLING UNITS (TOWNHOUSES) SITE AREA: 2.597 AC. 113,125.32 S.F. Dr_;, S; FY: 34/2.597 = 13.09 UNITS/AC < 15 UNITS/AC IMPE-lVIOUS AREA: 1.23 AC. (47 %) 53,397 S.F. AREA OF LOTS: 1.67 AC. 72,628 S.F. AR:_r1 OF TRAVELWAYS/ SURFACE PARKING (EXCLUDING ON LOT DRIVEWAYS): 0.64 AC. 27,809 S.F. SO,' ! WASTE: HOUSEHOLD CONTAINER PRIVATE HAULER WATERSHED RESOURCE AREA: COMMUNITY DEVELOPMENT RESERVOIR WATERSHED: NONE WATER SUPPLY PROTECTION AREA: NONE ESTIMATED TRAFFIC GENERATION: 200 ADT (ITE TRIP GENERATION CODE 230) PARKING TABULATION: 34 UNITS WITH 1 GARAGE SPACE AND 1 DRIVEWAY SPACE ( "ON LOT ") PARKING REQUIRED: RESIDENT PARKING: 2.00 SPACES /UNIT (34X2) 68 SPACES GUEST PARKING: 1 SPACE /4 UNITS (34/4) 9 SPACES TOTAL SPACES REQUIRED: 77 SPACES PARKING PROVIDED: GUEST "SURFACE" PARKING 9 SPACES PARKING "ON LOT" 68 SPACES OPEN SPACE TABULATION: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING /ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE TOTAL SPACES PROVIDED: 77 SPACES REQUIRED (25 %): 113,125.32 SF X .25 = 28,281.33 S.F. PROVIDED.- IN AVEMORE IV 17,975.18 S.F. IN AVEMORE I, II, & III 535,249.00 SF TOTAL = 553,224.18 SF CONCLUSION: ADEQUATE OPEN SPACE IS AVAILABLE FOR THIS PROJECT IN THE OVERALL AVEMORE DEVELOPMENT. AVEMORE PHASE I, II & III OPEN SPACE TOTALS: SDP# PHASE S.F. IN PHASE AC S.F. OF OPEN SPACE AC 200200138 1 879,737 20.196 463,914 10.650 200600063 11 127,866 2.935 44,191 1.014 200700074 III 82,328 1.890 27,144 1 0.623 TOTAL 1 1,089,931 25.021 535,249 112.2881 ALBERMARLE COUNTY SERVICE AUTHORITY NOTE: THE OVER ALL SIZE OF THE AVEMORE DEVELOPMENT INCREASED AFTER SUBMISSION OF THE AVEMORE I FINAL SITE PLAN VIRGINIA DEPARTMENT OF TRANSPORTATION DUE TO BOUNDARY LINE ADJUSTMENTS AND RIGHT OF WAY HEALTH DEPARTMENT VACATION. 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS DMJ 8109110 - - — - - N►� �'�♦ ,,, �FSi�wFn P,RDJECT: SET REV. No. -- - -- - - DAr AVEMORE PHASE 1V- TOWNHOUSES 2 ADDRESS SECOND SUBMISSION REVIEW COMMENTS _ DMJ 9/10/10 j OF �-e.X 5 -- -- - -- - - -- - -- - - -- ENGINEERS - -- - - - -- FINAL SITE PLAN 3 ADDRESS E &S COMMENTS — ADDED TOPO ------ ___ -_- ---- _- _ -__ -- - -_ -- --- ___ - -�' °'��'U'N SURVEYORS �rM - - - - - - -- -- -- ALBEMARLE, VIRGINIA _ DRAWING NUMBER: CERTIFICATION DMJ 818112'_ -- -- - - - -- -- v __ -_- - TITLE: - d -_ - -- - - -- - � - _ - -- - -- - -- � DAVID M. TENSEN PLANNERS 4 ADDRESS ACSA COMMENTS - — - - -- _ - -- DMJ 8123112 - _ _ . _ -- _f- a HR BY: COVER SHEET C-1 Lic. No. 11484 5 1 MINOR SITE PLAN AMENDMENT - DMJ 3111113 _ w� DMJ _ -- -- - - - - - - - - - -- o l3 W 9 - - -- - - -- - -- -- - -- - - - - -- - SHEET NUMBER: - - - - - -- -- - - - - - -- ,�, 311! � PO Box 4119 4 A m r Square Pl. - � � - 30 0 ve o e e Lynchburg, VA 24502 ehulottesvllle,VA22911 WWA NUMBER: OFILE NAME: DISCIR INE. SCALE: DATE: s � Phone: 434 316 6080 Phone 434 984 2700 -- - - - -- -- - -- -- - - - -- s: r , °iis� +"' wvw Ws�,� a, s.n - -= 209088.04 9o88o4C —CO l.dw H: 6�28� 10 ND. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 1� N 9 CIVIL ( V: NIA 1 of J v>' 3 v N 0 U I U O O O rn / 3 v s c 0 a� 0 'v d- 0 00 0 rn O N 2 O Q 00 0 rn 0 N / MISCELLANEOUS NOTES 1. THIS PLAN IS TO BE USED FOR SITE - GRADING PURPOSES OUTSIDE THE BOUNDARY OF THE BUILDINGS. 2. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "X' ON FEMA FIRM MAP 51003CO287D, DATED 2/4/05. 3. THE EXISTING ZONING FOR THIS AREA IS R15. NO CHANGE IN ZONING IS REQUESTED. 4. THIS PROPERTY IS SERVED BY PUBLIC SEWER AND PUBLIC WATER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 5. THE VERTICAL DATUM IS NAVD83 AND HORIZONTAL DATUM IS VIRGINIA STATE GRID. 6. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1- 800 - 552 -7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL BE REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY WW ASSOCIATES AT (434) 984 -2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY HORIZONTAL /VERTICAL LOCATION AND SIZE AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES OR MATERIALS. 3. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 4. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 5. THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 3000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION 219. 7. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 8. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY AND VDOT STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 9. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 10. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. ALL INTERNAL WALKWAYS, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. SIDEWALKS ADJACENT TO TRAVELWAYS ARE 6 FEET WIDE UNLESS OTHERWISE NOTED. 10. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO BOCA NATIONAL PLUMBING CODE. 11. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. GENERAL NOTES: 1. ALL LAND, ON OR OFF SITE WHICH IS DISTURBED BY THIS DEVELOPMENT AND WHICH IS BUILT UPON OR SURFACED, SHALL BE ADEQUATELY SEEDED AND STABILIZED TO CONTROL EROSION AND SEDIMENT IN ACCORDANCE WITH ALBEMARLE COUNTY AND VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. 2. THE STRUCTURE TOPS ARE TO BE SET AFTER FINE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 3. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 4. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 5. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 6. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS 2 ADDRESS SECOND SUBMISSION REVIEW COMMENTS 3 ADDRESS E &S COMMENTS - ADDED TOPO CERTIFICATION 4 ADDRESS ACSA COMMENTS 5 MINOR SITE PLAN AMENDMENT NO. SHEET REVISION 7. CUT AND PATCH WORK IN EXISTING STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 8. ALL EXISTING CURB AND GUTTER THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 9. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 110. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY. 111. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 12. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: CONTRACTOR TO PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE 1 LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE. TO DEPARTMENT OF CONSERVATION AND RECREATION (DCR). CONTACT DCR - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 786 -1712, EMAIL ADDRESS: SWMESQUESTIONS ©DCRVIRGINIA.GOV. WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 5. ALL WATER AND SEWER APPURTENANCES SHALL BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 6. VALVES ON DEAD -END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 801 -, -- 552 -7001) SITE SOURCE NOTES 1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD RUN BOUNDARY SURVEY PERFORMED BY WW ASSOCIATES, DATED 10/19/01 2. THE EXISTING ORIGINAL TOPOGRAPHY IS BUILT FROM AN AERIAL SURVEY CONDUCTED BY CEO SERVICES. THE HORIZONTAL DATUM IS VA GRID, SOUTH ZONE, NAD- 83(93), IN THE U.S. SURVEY FT. UNITS. THE VERTICAL POSITION IS ON THE NAVD88 VERTICAL DATUM, THE BASIS FOR HORIZONTAL AND VERTICAL POSITION WAS DERIVED FROM EXISTING GEODETIC CONTROL MONUMENT "BOYD ". A SUPPLEMENTAL GROUND SURVEY OF PHASE IV WAS PERFORMED BY WW ASSOCIATES IN MARCH 2010. MAPPING ACCURACY IS t 1 FOOT HORIZONTAL AND VERTICAL SCALE. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE MOST CURRENT APPROVED ARCHITECTURAL /M.E.P. PLANS AND COORDINATE SAME WITH THE SITE PLAN, PRIOR TO BEGINNING STAKEOUT AND CONSTRUCTION OPERATIONS. ALBEMARLE COUNTY ENGINEERING - GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296 -5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROAD BED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULT SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGNER ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR NATURAL WATERCOURSE. DMJ 81091'1 0 DMJ 9/10/'10 DMJ 818112--- DMJ 812 3 12 DMJ 3111 /13 BY DATE NO. SHEET REVISION 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENT WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG- 9(A,B, OR C) 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO EXCEPTIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBERMARLE COUNTY STREET NAME SIGN REQUIREMENTS ". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN THE APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. ALBEMARLE COUNTY ENGINEERING - GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT .ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE CURRENT VERSION OF THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA WORK AREA PROTECTION MANUAL. 7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. ALL HDPE STORM SEWER TO BE TYPE 'S' SMOOTH -WALL INTERIOR AND INSTALLED /BEDDED IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION SHALL COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROADWAY CONSTRUCTION NOTES (PRIVATE ROAD 1. ALL EXISTING UTILITIES SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR. 2. STABLE SUBGRADE IS DEFINED AS THAT SOLID, UNDISTURBED EARTH CAPABLE OF SUPPORTING STREET LOADING WITIOUT DAMAGING SETTLEMENT AS DETERMINED BY THE GEOTECHNICAL ENGINEER. 3. WHERE UNSTABLE SUBGRADE IS ENCOUNTERED, IT SHALL BE MADE STABLE BY COMPACTION OR REPLACEMENT AS REQUIRED. 4. ALL CONCRETE SHALL BE VDOT CLASS "A3" UNLESS SPECIFIED OTHERWISE. 5. ALL BITUMINOUS 'SURFACE SHALL BE VDOT TYPE SM -9.5A UNLESS SPECIFIED OTHERWISE. 6. ALL BITUMINOUS (BINDER OR BASE COURSES SHALL BE VDOT TYPE BM -25.0 UNLESS OTHERWIISE SPECIFIED BY THE ENGINEER AND SHOWN ON APPROVED PLANS. 7. ALL DETAILS OF (PAVING ARE SUBJECT TO FINAL APPROVAL BY THE ALBEMARLE COUNTY ENO. DEPT. AND SHALL BE NOTED ON THE 'FINAL PLANS AND PERMITS. 8. CONTRACTOR SHALL GRIND OR MILL EXISTING PAVEMENT AS REQUIRED TO OVERLAY EXISTING PAVEMENT AND TO INDUCE REQUIRED CROSS - SLOPE. PROVIDE HEEL CUT AND SMOOTH FINISH SURFACE BETWEEN LIMIT OF OVERLAY /NEW PAVEMENT EXISTING PAVEMENT SURFACE. 9. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND /OR THE PONDING OF ANY WATER IN THE ROADWAY. 10. PAINT FOR PAVEMENT MARKINGS SHALL BE TRAFFIC LANE MARKING PAINT, FACTORY MIXED, QUICK- DRYING, AND NON- BLEEDING. PAINT SHALL MEET REQUIREMENTS OF VDOT, ROAD BRIDGE SPECIFICATIONS, SECTION 231. 11. HANDICAP RAMPS SHALL HAVE EXPOSED AGGREGATE DETECTABLE WARNING FINISH, IN ACCORDANCE WITH VDOT STANDARD CG -12A. RAMPS SHALL NOT EXCEED A MAXIWUM SLOPE OF 12:1. 12. ALL UTILITIES, INCLUDING ALL POLES, NECESSARY TO BE RELOCATED SHALL BE AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 13. ALL R/W DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. THE COUNTY /CITY SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE R/W THAT ARE NOT PRIVATELY MAINTAINED. 14. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, THE VIRGINIA WORK AREA PROTECTION MANUAL, THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL AND VDOT. L:Y DATE 2 o OFF "yOr� U DAVID M. JENSEN Lie. No. 11484 j ss s00�N�`� +�4 � w w Z C) 0 J Of 0- a z INGRESS /EGRESS EASEMENT c 18" GRASS STRIP SEE LAYOUT PLAN 5' CONC. 6 1.5" SM -9.5A SURFACE COURSE CG -6 OR SEE LAYOUT PLAN _...--2% 2.0" IM -19.0 SIDEWALK 6" 4" VDOT BASE COURSE CG -6R A3 / PRIME COAT GENERAL t4 -TACK COAT CONCRETE -.-- -- 2� - �6" VDOT NO. 21A AGGREGATE SUBBASE STABLE SUBGRADE DETAIL - TYPICAL STREET SECTION. NOT TO SCALE TACK COAT AT 0.1 GA /SY 1 112" SM -9.5A ////Z �/ /// 2" IM-19.0 S P HALT�� // O �p, 6" VDOT 21A ��' C� J J O N - � A=n,/ ` I . -roc Z r� PAVE OVER PRIME AT 0.4 GA /SY PARKING LOT /TRAVELWAYS PAVEMENT NOT TO SCALE SAWCUT �12" HEEL CUT EX. SURFACE NEW SURFACE COURSE COURSE EX. BASE COURSE NEW BASE COURSE EX. AGGREGATE' BASE COURSE NEW AGGREGATE BASE COURSE NOTE: TACK ALL ASPHALT HORIZONTAL AND VERTICAL SURFACES HEEL CUT DETAIL NOT TO SCALE 6x6 -6x6 WELDED WIRE FABRIC VDOT A3 GENERAL CONCRETE 3000 PSI T71 �r�- -Cry TT�71T` 1� ITFTT�iTI -- - FLL ' l_ 111 III - I l STABLE SUBGRADE NOTE: PROVIDE 1/2" PREMOLDED EXPANSION FILLER ADJACENT TO CG -9 DRIVEWAY ENTRANCE, ENTRANCE TO GARAGE, AND CONCRETE LEAD SIDEWALK. COORDINATE WITH UNIT ARCHITECTURAL PLANS. CONCRETE DRIVEWAY PAVEMENT NOT TO SCALE 4" VDOT / 21 A/ Zz - - - -f- L 4" VDOT 21 A O 01 PAVE OVER P R IVE AT 0.4 GA /SY ASP HALT PATH NOT TO SCALE Prelirninary Flexible Pavement Design Worksheet for New Subdivision Streets Based on 2000 VDOT Pavement Design Guide for Subdivision and Secondary Roads in Virginia County Albemarle County Date: 8/5/10 Subdivision Avemore Phase IV Street Name Avemore Pond Road Developer Peachtree Homes, inc Phone:443 995 -2614 Engineer David Jensen P.E., WW Associates Phone :434 984 -2700 ADT Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requirements. CBRD Design CBR = Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide. CBRT CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. DME VDOT District Materials Engineer. EPT Equivalent projected traffic. HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., with 2 or more axles and 6 or more tires.) %HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles. RF Resiliency Factor = Relative value of the subgrade soil's ability to withstand repeated loading. SSV Soil support value of subgrade (SSV = CBRD x RF) DP Thickness index of proposed pavement design computed by the Conventional Pavement Design Method. DR Thickness indi °x required, based on Design ADT and SSV, determined by Appendix IL 1. Present ADT = 200 2. %HCV ( %) = 5 3. EPT = 4. Design Period 200 Years = Growth Rate ( %) = 0 5. Growth Factor = 1.00 6. Design ADT = 200 Soil Sample CBRT RF 1 0.0 Source Value - 2 Table 1 0.0 3 Appendix I 4 DME 5 Avg. CBRT = 0,0 CBRD X RF SSU" DI�CIF LINE. CIVIL E.. ' N/A V: N/A 6/28/ 10 For preliminary design, use SSV from Appendix 1 = 4.0 [ ] (A) Limited to Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B [ ] (B) Show pavement section as developed in the Pavement Design Guide DR 8.5 (See Appendix Ill for material notations and thickness equivalency values, a) From Appendix II Description of Proposed Pavement Section Material Notation Thickness, h a a x h Surface (1.5" Surface (SM -9.5A) 1.50 1.67 2,51 Intermediate (2" Intermediate IM -19.0) 2.00 1.67 3,34 Base (6" VDOT No. 2 1 A Aggregate) 6.00 1.00, DP must equal or exceed the value of DR. Dp = E(a x h) = ENGINEERS SURVEYORS AsSOCIATES PLA NNERS PO Box 4119 3040 Avemore Square P1. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassocidles.net DESIGNED C3Y: PROJECT: DAr AVEMORE PHASE IV- TOWNHOUSES DRAWN BY: -- - -. - -� FINAL SITE PLAN ALBEMARLE VIRGINIA KTM - - - -- -- - - - - -- - - -- - - - -- TO LE: -- DIH4R BY: GENERAL NOTES DMJ -------- - - - - - -- WWA NUMBER. 209088.04 EILE NAME: 908804C- CO2.dw9 DI�CIF LINE. CIVIL E.. ' N/A V: N/A 6/28/ 10 SET REV. NO. DRAWING NUMBFR: C -2 SHEET NUMBER 2 of 15 I PROFFERS ZMA 2000 -010, SP2000 -69, SP2000 -70, ZMA 2006 -021 & SP 2006 -044 REZONING FILING NUMBER (NOTE: REVISED PROFFER FORM DATED 3 -13 -07 AND REVISED 5- 29 -07) � / " `� SST,9 11 T A. THE CONCEPTUAL DEVELOPMENT PLAN DATED DECEMBER 18, 2006, LAST / X10 REVISED APRIL 23, 2007 (THE "PLAN "), ATTACHED HERETO AS EXHIBIT Al, `�" , l _- - S0lij� tiF�� IS PROFFERED. ALL IMPROVEMENTS SHOWN ON THE PLAN WILL BE - � ; ` ?0 �O INSTALLED UPON COMPLETION OF ALL PHASES OF CONSTRUCTION. �� 1 - ' ll + NOTE: �• O,Q�� 11 THE CHARACTER OF THE DEVELOPMENT WILL BE IN GENERAL ACCORD SEE SUBDIVISION PLAT AND EASEMENT I°� WITH THE FORM AND CHARACTER THAT IS SUGGESTED BY AND IS PLATS FOR ALL RELEVANT PROP �1 I: +q0 COMPATIBLE WITH THE PROPOSED BUILDING ELEVATIONS ATTACHED BOUNDARY AND EASEMENT INFORM �� ; PS t 9� ,% ,- /, , AS THE EXHIBITS LISTED BELOW. MODIFICATIONS TO THE ELEVATIONS ,. SHOWN ON THE ATTACHED EXHIBITS WHICH ARE EITHER SUGGESTED IN CONJUNCTION WITH THE CONSTRUCTION OF THE PHASE CLOSEST RECORDED ACCESS EASEMENT (AE) , TO THE AREA SHOWN ON THE PLAN AS "RESERVED FOR PRIVATE TO PHASE II � , BY OR REQUIRED BY THE ALBEMARLE COUNTY ARCHITECTURAL ,, �, � � �x` STREET CONNECTION, THE APPLICANT WILL EITHER CONSTRUCT THE DB. 2661 PG. 319 �/ IPS. REVIEW BOARD WILL BE DEEMED TO BE IN "GENERAL ACCORD." `� �� �� CONNECTOR ROAD OR BOND WITH THE COUNTY FOR THE ,; '/ = % T i;;, �' ;'� �, °� SHOPS DATED 12 -15 -00 SIGHT LINE EASEMENT iy x �' � r,.., u I 11 EXHIBIT B CONSTRUCTION OF THE CONNECTOR ROAD. THIS BOND WILL BE HELD . �/ ��"I F f,�Y " 3 r,,@ wow /I I /; r/ k EXHIBIT C "APARTMENTS," DATED 12-15-00 UNTIL THE COMPLETION OF THE CONNECTOR ROAD; PROVIDED; h ,- f,r., ;:., PRIVATE SIDEWALK EASEMENT I'. �°° u i� �, �� EXHIBIT D GARAGES, DATED 12 -15 -00 HOWEVER, THAT IF OLYMPIA DRIVE IS NOT EXTENDED TO A POINT ,� " 6 ), v /I /11 1i i.,, � 1;;F, ,-- ,, ,v ACCESSTEASEMENDT EXHIBIT E "TOWNHOMES," DATED 12 -15 -00 WHERE THE CONNECTOR ROAD CAN BE COMPLETED WITHIN 15 YEARS, >r� ;/��j THE BOND WILL BE RETURNED TO THE APPLICANT, WITH INTEREST. APPROX. LOCATION OF / ��.:_.,. ° , / TOTAL' "J� 'r'�.. 2 �. 1 5 6 Ac. 11 EXHIBIT F "CLUBHOUSE," DATED 12 -15 -00 20' SEWER LINE ESMT._ % ") °� ' j �, ° �;. D.B. 1729 PG. 315 ;< a •; > //, ',� j#GtR7�1 = J:8.217, Ac. �. B. COMMERCIAL BUILDINGS WILL HAVE TWO (2) STREET FACADES F. UPON CONSTRUCTION OR WIDENING OF FONTANA DRIVE, THE�� z y �� ,,, _ �' �fifif:: , B w 1 x:62 a A: I i lf� �" " V % :> :> ,; - :�TMP� ��7 %1 X4.3 o EACH WITH AT LEAST ONE STREET LEVEL ENTRANCE), FACING APPLICANT WILL CONSTRUCT A FOUR FOOT 4 WIDE CONCRETE �y %� >,''�� ;�� `��� �. h 18 Ac. ( ) ( ) PERMANENT DRAINAGE ;. i OPEN SPACE �r��.. .;� :., �,: ; BOTH FONTANA DRIVE AND THE DEVELOPMENT. SIDEWALK ALONG FONTANA DRIVE, BETWEEN AVEMORE BOULEVARD &SLOPE EASEMENT / , .; , - °.' , „ s i AND STATE ROUTE 20. (D.B. 1729 PG. 315) �� ,, ,,. , , j? �, I'll Vii/ ,., , �� ,, �: " ' / 1 C. IN SATISFACTION OF THE RECREATION FACILITY REQUIREMENTS SET , // ,, l` �'� I , T �� rl (�,, w f �, PI., ,.,, CZ ,� . .z , ,, <, a �,. � ,, I ', IPS AT i —� 1 F THE COUNTY ZONING ORDINANCE AND IN �. . �,� s: > . �: <> : �. �i FORTH IN SECTION 4. 6 0 E ACCESS EASEMENT . ��,.�,� 1, �,:, , � / ,,.. OAK STUMP 11 G. INTERNAL WALKING PATHS SHALL BE FIVE FEET 5 WIDE AND WILL BE I� ,,, .. f , /, „ , , � ( ) /, r/ R B TIER MEET THE NEEDS OF THE RESIDENTS OF AVEMORE , N , .<,_ �' ORDE TO E D.B. 1729. PG. 315 `, f PAVED IN ASPHALT. .. %', :; `,_.._ �< 1 a%i n -. f /lN..f F �7, . r� __ f � , I I" THE FOLLOWING AMENITIES ARE PROFFERED: r �;. �.�., ST , i >� i /� / 4 �,.� >,.�. , 1 /K:. �..� G r;:,� , , __ r i�, �, APPROX. LOCATION r, ». �. H. PRIOR T y .. , �> . 0 SITE PLAN APPROVAL FOR PHASE I OF AVEMORE THE _, :�. .. PHAS I; ., S� ON LINE 1. THE VILLAGE GREEN WILL BE SURROUNDED BY A HEDGE. LARGE <, 5 C "; 3 0 I U d- 0 00 0 rn i 3 v i c v n. a� v t d- 0 06 00 0 rn 0 N i 1 0 Q 0 0 rn 0 N z EARTHWORK REQUIREMENTS 1. GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE- MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING Y2 CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS. MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL NOT BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTIONS 23 A AND B. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT AND ALBEMARLE COUNTY. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1-FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1 .2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC„ SW, :: "a ', SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND A MAXIMUM OF 2.5 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP ", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED iFROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3. EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1 ,3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS Y2-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION /CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTIONS 23 A AND B. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION IS ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIVL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE. PLACE IN 6 -IINCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ,ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 90% OF ASTM D 698. 3.1 1 .2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.1 1 .3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 95% OF ASTM D 698. 3.1 1 .4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 95% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTIILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS ON THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE WITH ASTM D 1556, OR ASTM D 2922 AND ASTM D 3017. WHEN ASTM D 2922 AND ASTM D 3017 DENSITY TESTS ARE USED, VERIFY DENSITY TEST RESULTS BY PERFORMING AN ASTM D 1556 DENSITY TEST AT A LOCATION ALREADY ASTM D 2922 AND ASTM D 3017 TESTED AS SPECIFIED HEREIN. PERFORM AN ASTM D 1556 DENSITY TEST AT THE START OF THE PROJECT, AND FOR EVERY 10 ASTM D 2922 AND ASTM D 3017 DENSITY TESTS THEREAFTER. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. a 00 PRESSURE TREATED TIMBER (8" X 8" X 8') 1 -18" #4 REBAR I co NOTES: 1. TIMBER EDGING SHALL BE INSTALLED AROUND THE PERIMETER OF THE PLAYGROUND AREA OUTSIDE THE SAFETY FALL ZONE AS DEFINED IN THE PUBLIC PLAYGROUND SAFETY HANDBOOK AVAILABLE AT www.cpsc.gov /cpscpub /pubs /325.pdf. 2. CONTRACTOR SHALL PROVIDE DOUBLE - SHREDDED HARDWOOD MULCH THROUGH -OUT PLAYGROUND AT REQUIRED DEPTHS PER SAFETY HANDBOOK RECOMMENDATIONS (SEE ABOVE). TOT-LOT EDGING D ETA LS NOT TO SCALE 60" 48" x--16" 24 "---I I , --12'- 2'-1 BRICIK CAPS WITH 2" OVERHANG BRICK PIERS OF 12" X 12" SOLID MASONRY CONSTRUCTION DFF -SET RAILS 6" DOUBLE -HUNG GATES #4 AT 6" O.C. EACH WAY FOOTING 24" X 24" I�X 8" THICK VDOT A3 GENERAL CONCRETE ROVED SUBGRADE NOTES: 1. VILLAGE GREEN GATES SHALL BE ALUMINUM WITH BLACK POWDER COATED FINISH. 2. BRICK PIERS AND GATE SHALL BE 32" TALL AND CONSTRUCTED WITH MORTAR UNIT MASONRY TYPE 'S' PER ASTM C -270. 3. GATE OPENING SHALL BE 4' WIDE WITH DOUBLE -HUNG OPENING. 4. ALL CONCRETE LANDINGS SHALL CONFORM TO SIDEWALK STRUCTURAL DETAILS AND SHALL PROVIDE A 32" SCORED JOINT FINISH PATTERN. 5. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO THE OWNER FOR APPROVAL BEFORE MANUFACTURING OF ALUMINUM GATE /FENCE VILLAGE GREEN GATE DETAIL NOT TO SCALE m 4" MIN. CHAIN LINK FENCE IIIIIJBIGNIEF9114 N DOUBLE- SHREDDED \ HARDWOOD MULCH COMPACTED SUBGRADE 1 N�a VDOT A3 GENERAL CONCRETE NOTES: 1. PLAYGROUND SHALL BE EDGED WITH 8" X 8" PRESSURE TREATED TIMBERS. 2. AREA SHALL BE MULCHED TO A LEVEL SAFE FOR PLAYGROUND EQUIPMENT HEIGHT AS DETERMINED BY THE PUBLIC PLAYGROUND SAFETY HANDBOOK (LATEST EDITION). 3. THE PERIMETER SHALL BE FENCED WITH A 42" HIGH CHAIN LINK FENCE. 4. PROVIDE 5' WIDE GATE WITH GATE HASP, HINGES AND HARDWARE. PLAYGROUND FENCE / EDGING NOT TO SCALE COMPACTED AS NOTED ON PLANS 1/4":l' SLOPE UNLESS i OTHERWISE NOTED ON PLANS NOTES: SIDEWALK TO BE POURED VDOT CLASS A3 CONCRETE. DISTANCE BETWEEN SCORE LINES SHALL BE 32" SQUARE SIDEWALK D ETA I L NOT TO SCALE FULLY DEPRESSED CURB x.50' �9 C-1 s� I o o - CONCRETE SW WITH 32" SO. PATTERN (TYP) -15.00 - -� o __-6.50`1 BRICK PIER (NP) 4 " -VDOT NO. 21A AGGREGATE L- FULLY DEPRESSED CURB - 1.04° A -1 BRICK PIER BRICK PIER ALUMINUM FOOTING (TYP) FOOTING (TYP) GATE (TYP) _ 1 9 n n ' 0-1 FULLY FULLY DEPRESSED DEPRESSED NOTES: CURB CURB 1. LANDINGS SHALL BE CONSTRUCTED OF CONCRETE, CONFORMING TO TYPICAL STRUCTURAL DETAIL OF SIDEWALK, WITH 32" SQUARE SCORING PATTERN. 2. TRANSITION TOP OF CURB THREE_ FEET PRIOR TO FULLY DEPRESSED CURB. LANDING & GATE ENTRANCES NOT TO SCALE A -2 S� 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS DMJ 1 8109110 _ 0e + +f _ DES CNEO BY: PROJECT: - - -- - ---- - - - - -- - ___ _ _ _ _ ___ ,o�N '►t - SE1- REV. N0. 2 ADDRESS SECOND SUBMISSION REVIEW COMMENTS DMJ_ 9/10/10H 0 I��"`�. DAT AVEMORE PHASE IV- TOWNHOUSES - - - -- -- - - -- - - - -- -- - -- -- - -- - - - - - -- -- v � 4, AF ENGINEERS FINAL SITE PLAN 5 - 3 ADDRESS E &S COMMENTS - ADDED TOPO ofzAwN BY: - IFI -- -- - - -- - - -- -- a - - - -- � 1 - -- ALBEMARLE, VIRGINIA _ -- DRAWING NUMBER: i -- - -- - -- - -- - -- � -- SURVEYORS � CERTIFICATION DMJ � _8/8/12 - t KTM AVID M. JENSEN PLANNERS 71TEE: 4 ADDRESS ACSA COMMENTS DMJ 8123112 or iFz 3r: ___ - -- - - - - -- - - -- - - - - -- - - -- -- - - - - -- __ - - - - -- - -- -- - - - -- - - - - -- Lie. No. 114x4 EARTHWORK NOTES AND SITE DETAILS C -4 5 MINOR SITE PLAN AMENDMENT I DMJ 3/11/13 � �, - AsSOCIATES DMJ 3 �yW - -- - -- - - -- 3� f I I PO Box 4119 3040 Avemore Square Pl. - - - - -- - EET NUMBED: �� G~ Lynchburg, VA 24502 Chazlottesville,VA22911 �✓vWA NUMBED: FILE NAME: �IS(.IPEINE: SCA�_ -f -: DATE: - -- _ �- - - Phone: 434 316 6080 Phone: 434.984.2700 { is VA 9088040- CO4.dw 4 of 15 O. 1 SHEET REVISION r BY DA (E N0. - SHEEE REVISION -- - -- - -- y �A i `� tON 41 _- NWW,WWaS5k,CiatCS.n t 209088.04 9 CIVIL V. I 6/28/ 10 0) 3 L6 O U I U �i- O 0 3 i c v CL V) 'v c IZ d- 0 06 00 0 rn 0 N 0 a�Ei Q QD 0 rn 0 N S�G�y �tiF c � RHO OtiF 4/0, 83 7- -- - _ 1 ■ ■ • CP #1 27 �.�. „ , r i < i r ; C, �.�< r Y , r ANC � •l '� � I � ,�,;: , , �� � � i ��:. O Ii ll l � , � i • 1 _ i r ._.; ,, , .. 'fir, ,,.. � /4t i f � V PHASE i L � IC`T1AIf�w %r _ - -- -- _ —� -i - \ LJ ..aLJ I ��_ �O LJ - L � L _I_— 0// x� i" 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS 2- ADDRESS SECOND SUBMISSION REVIEW COMMENTS 3 JADDRESS E &S COMMENTS — ADDED TOPO CERTIFICATION 4 ADDRESS ACSA COMMENTS 5 MINO AMENDMENT NO. SHEET REVISION DMJ 810911_0 DMJ 1 9110/10 DMJ 818112 DMJ -.--8123112 DMJ i 3111113 BY ' DATE I NO. SHEET REVISION WILTON PASTE LANE NOTE: THIS PLAN INDICATES GENERAL SITE ARRANGEMENTS. - IH �A DAVID M. JENSEN � ro • Lic. No. 11484 BY - - -- UATE 0 0,0 NAT NO ♦�♦ 0 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 80' 80 0 80' ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Chulottewille, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net. DESIGNED BY: ! PROJECT: DAT AVEMORE PHASE IV— TOWNHOUSES DRAWN (3Y: FINAL SITE PLAN KTM _ _ ALBEMARLE, VIRGINIA TITLE: DiHR BY: MASTER PHASING PLAN DMJ WWA NUMBER: FILE NAME: i- D S IPUNE: SCALE: DATE: 209088.04 9088040- CO5.dwg CIVIL FI: 1"-80' V N/A 6128110 .N SET REV. NO. 5 DRAWING NUMBER: C -5 SHEET NUMBER 5 of 15 LAYOUT CONTROL POINTS ID# DISC. NORTHIING EASTING BM #1 CHISELED "X" ON RIM OF SANITARY MH #85 IN FRONT OF HOUSE #1506 ON WILTON FARM RD. EL= 390.57 - - B #6 CP #128 RAILROAD SPIKE WWA CONTROL POINT #127 EL= 405.38 N 3,901,699.2516 E 11,498,491.4798 BM #7 CP #128 RAILROAD SPIKE WWA CONTROL POINT #128 EL= 451.08 N 3,901,48'9.2397 E 11,498,890.6768 CP #49 NAIL N 3,901,24.7563 E 1,497,892.4215 C #99 NAIL N 3,900,860.9099 E 11,498,867.5020 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS 2- ADDRESS SECOND SUBMISSION REVIEW COMMENTS 3 JADDRESS E &S COMMENTS — ADDED TOPO CERTIFICATION 4 ADDRESS ACSA COMMENTS 5 MINO AMENDMENT NO. SHEET REVISION DMJ 810911_0 DMJ 1 9110/10 DMJ 818112 DMJ -.--8123112 DMJ i 3111113 BY ' DATE I NO. SHEET REVISION WILTON PASTE LANE NOTE: THIS PLAN INDICATES GENERAL SITE ARRANGEMENTS. - IH �A DAVID M. JENSEN � ro • Lic. No. 11484 BY - - -- UATE 0 0,0 NAT NO ♦�♦ 0 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 80' 80 0 80' ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Chulottewille, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net. DESIGNED BY: ! PROJECT: DAT AVEMORE PHASE IV— TOWNHOUSES DRAWN (3Y: FINAL SITE PLAN KTM _ _ ALBEMARLE, VIRGINIA TITLE: DiHR BY: MASTER PHASING PLAN DMJ WWA NUMBER: FILE NAME: i- D S IPUNE: SCALE: DATE: 209088.04 9088040- CO5.dwg CIVIL FI: 1"-80' V N/A 6128110 .N SET REV. NO. 5 DRAWING NUMBER: C -5 SHEET NUMBER 5 of 15 v. 3 co O U I U d- 0 Oo 0 rn i CA 3 s c v Q) 'a c v 0 06 0 rn O N i 0 E e 00 OD 0 rn O N v� 3 0 U U 0 0 rn / 3 C v v C) 06 ao 0 rn 0 N 0 Q 00 0 rn 0 N ./ TMP 78H-3---4L3 r / M / ,} 0 L I k.�, ,, 8 93 -j-39 /j i D.B. 3799 P. 2E � 1; z � � �. GLORIA C IARLES \ ZONED: R--15 RESIJLNTIAI_ �� I 20g TMP 78L < -1 i ° V, a _18 [_3 3A U E. 1 874 V USE: SAN -:_ AM Y Q � AV' =MORE EXTENDED U 1 ACN D 1 C SI t N A'_ r JS1 : c iNGi NMIFY F N M. JDE °� I p / D.B. 3623 6 a 0 D '3- 360'1 5C5 U'ZD° � �;� � a � � � �:t I „� ^. _ � �� �, o ZON D: R1 5 RESID I � 5� NN ED K- �D' -I� IAA_ USE: 0f F ICE BUFF N LOT 22 PRIVATE -D _ � J I USE ` HG _ VII_ O DRIVEWAY AND - _ I ANA WAIF C V f 5 3 I f, MAINTENANCE EASEMENT 1 -- y N ASr P1 iTl ARM , N I / %�._ U. B 41 6 205 3 \ EMERGENCY R. 6/ - 0�1 G 1 I i J �,X D . 5 T ) �A -1 A _/ Q �� - ASS / 4 / VEHICLES ONLY ; ILC A` !:; I g \ TURNAROUND - TM �- S \ 2 \ 3 N R5 -19 ,r T E 7 ? �g4I ND. 02 SIG 4 WHITE STRI ES ,,,D I'll `C J �1�Iti , <;)A ; 8 _ B O) C�45 2.5 ON CENTER 6 R5 ,. , l EBORA M�,ND� D0 < S �,T'AI- D �� REN TMP 78B31A / �O - Ev) ZON u' l - �C�'.. -Aw IS.� 1 - - 8 �> ,- MN IIEW4M P. R 4 -3 N6f� DFX A' T J gn, 0 4 I > I� .. - - - -- SL E ANII�_Y 7 0 �� 0 PE' lDl F I,, NTJ R- _iAL ° A0� 21 I, I O _ JS_: sINCf E AM!I -1' ��In� I I I '`. R G � OPEN SPACE 1 �, . , D„ I \ r /V AREA �� j ' M q u TOTAL= \ Z \ 2,991.69 S.F. — — _ - T° N - .` He7_'23'25 F `, �REVi 25 Q9 MID) N M _ � -8 / O� y 1 2 II PARKING & to +n _ SJ O 6 \ I L- -1'MAINTENANCE `� �' n / 18' TYP EASEMENT I I I I I I I I I N ° -- 1� _ _ - - - -- -- - �t R5' r-- -- —1 15 \ = 1 pEDES�RNA CE o ,,, LOT 23 LOT 25 LOT 27 LOT 30 LOT 32 I P , � LOT 24 LOT 26 LOT 28 LOT 29 LOT 31 LOT 33 LOT 34 11 —_ AN F�'SE�AEN� I I i ¢ ►� cn I (REV) - ) (REV) (REV) 10' - - (REV) - (REV) (REV) (REV) (REV) J I O \ \ a �- REV) 1 (REV) V' �I BUILDING 5 � I BUILDING 6 - s A- I 24 w w � 15' BUI� I w r.� - �O O PHASE I Q PHASE 20' ACSA SANITARY I FOC TO F0C � 0 0 <a }� I N 22 N 04 Z¢i-! 1 8 c� SEWER EASEMENT - - D.B. 1872 P. 202 O - 1� PARKING & TMP 78B3 -1 D \ ( � y 2 MAINT NANC MERIDIAN LAND HOLDINGS LLC O I EASEMENT I �1YP m I I I I I D.B. 3840 P. 20 L- 1 -- I I , I . 5 RESIDENTIAL to I I O U ZONED: R- 15 RES pAR �ENP11 18 R5' I I I I I I I I SIDEWALK I I I EXISTING USE. VACANT RESIDENTIAL MAIN T = Z IELD SIGN N N ,SEMEN \ �� 4 01 -2 - - . - . - -. - -.- - -. -. I 0 I i' - - - - (NP) - - - _I EASEMENT &STOP SIGN a q i R � I J p _ -- -- R25 -��- - - -�, 11 3' NOSE DOWN I - - OPEN SPAC _ - �-�� \ CU B PEDESTRIAN ONE WAY 21.0 ACCESS o 20 FOC TO FOC � � qR� B IBM EL -�- -- � - TR NSITION TO D EASEMENT ENANEE CG -6 CURB SSE -� ®- LOT 34 PRIVATE DRIVEWAY AND 1s� s' X360.78 S.F. I f;I 394.21 �� "�O� /NV 60 TMP 78 8B w ��— AVEMORE POND ROAD �. I� O � EASEMENT BOC TO BOC _ SIGN DEP ESSED AND GUTTER MAINTENANCE EASEMENT Ou WILTON ASSOCiAFES, L.P. \0 1 A CUR AT D.B. 130 P. 25 - --- --- - - - -- -- - - - -- - - --- --- - - - - - - - - -- -- -- -- -. -.- - - -- - _iG -- LANDING TYP --- - - - - -- -- . � ( ) -- - - - �6 D: R10 RESIDENTIAL \ 16 � _ I - R� - 20'1 ACSA ZCNFUSE-. APARTMENTS rREV� - 25 ASEME - -- - -- - - -- ONE WAY _ -- LANDINGS AND GATE. MAINTE ANCE SIGN IR6 -2 ' v _ _ ��- O_ _____ ,rP., __ -� < "� �- sAOA � NO PARKING 32.0 OPEN SPACE NO PARKING VILLAGE AC TE & SEE DETAILS SHEET 4. EASEMENT VPD SIGN R7 -D2 FOC TO FOC AREA "C" SIGN R7 -D2 W/ 10 MPH SIGN SEWER ENE 6 \ GREEN R2 -1 BM EL- AVEMOR�' POND OAD - - -- I_._. D.B. 1274 P. 5 \ ' 8,040.92 S.F. -- , x3 -- _ 20' PRIVATE ROAD 394.5 -- ... \ ` ��R��> 1 �. - ---------- --- - - - - - - ---- _.- ._.----------- - - - - -- - - -- �- - -_,__ _ - 'i 5' D.B. 2661 - O ° R20' 5.0' ASPHALT PATH. ONE WAY 7'X4' FRONT STOOP (TYP) LOT 1 PRIVATE DRIVEWAY AND �'`/ - - TRAM ME l \ SEE DETAIL SHEET 2. 21.0 ACCESS PEDESTRIAN MAINTENANCE EASEMENT r' I DEPRESSED - - �- - -�$E #ENT— AN D- MA +NTENANCE - - - - OPEN SPACE` I - �✓ / 1 3' NOSE DOWN CG -9 DRIVEWAY EASEM NT CG -6 CURB i CURB BOC TO BOC E 20 FOC TO F0C AVEMORE POND ROAD X AREA "A" \ CURB EACH SIDE APRON TYP. AND GUTTER MP 78 8i N397 46 S.F. AVEMORE APARTM NTS, L.P. % / D.B. 2662 P. 315 i - . - . - - _ - O -- - - - - - - - - - ENT'A ZONED: R 5 RE ID L/ / - - - - - - - 9' A ( USE: APARTM E 1_S ( � (NP) N �� A/A' I I I L i I i \ 7' PEDESTRIAN I MAINT NANCE 15' 0 l` 1 ACCESS & MAINTENANCE w w EASEM NT � 1 � I, i o? EASEMENT w v�'i CONCRETE i l 1 � _ I w � I �I 1 20' POND ACCESS > 2 I - I-- z > wl a w BUILDING 2 LEAD ALK BUDDING 1 o�al��= ( P) TYP EASEMENT /r q ' I _ -- O -- I -- - -_ ) D.B. 2661 P. 3`:9 1P -- — \- y s�� I 10' co �R LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT i T 11 I 20 ACSA SANI ARY -- - 15, (REV) ) RM � _; -� + 1 I PTO � sNN NSNENT 0 r REV REV , I l �1 4 D.B. 266 P. 319 0 sNV � 20 f� ► I I 115 , EasNExT / 1 Lo �_ SEE���psF m n C4 I — cq — — \ o o I o I OPTIONAL 110'x8' I 10' I I o ff JI \ \ m n ,ry�O _ 6' N N CONCRET PATIO (NP) 3 `" l I sn (TYP) r _ 6.8Oi 19 W a1.4j ' OA) — — — _ -- — - -- x I 100,0 �I ` EXISTING SWM ACC = =_SS DRIVE POW=R PANEI _ 9 CHAIN LINK O• , �� / : - -- -- -- - -- _ - - _ - -- -- _ - _ -- - - - - - -- - - - -- -- - - - -- - - - - - -- - - -- - - - -- I 11 i \ FENCE WITH g2.12 / TIMBER SIGNS 2 EX2� ll I� I' \ AFER MANAGEMENT _ - / BORDER 1 * X N SNIRM W 18,x lo, AV' -iti ^0 3F MA ?A 8i M j P. DE EN L! `ON FUND DRAiNNE EANNT EX1 /1 i �( / _ j OPEN SPACE 0 R1 2 - 8 / % O.O 8 AREA F / J B 266> 3, AGRENit:NT RECORDED N DB 2 554 G �/ r 6,184 33 S.F. � / _ 1 - i E RE �IJENTiN ; f �� ZEN �. U_ [ : AI AR - T� I- N T S , I f SPEED 1 1 1 uMff R2 -1 O/ II l -Y r R i O 10 m Y `� �� / ° = o CO R5 -19 NOTES: M w M R3 -5A 1. OPEN SPACE DOES NOT INCLUDE AREA OF --rte _ �F- E �� \ Fi Vin,'✓ i \ ONLY - -_� PRIVATE ACCESS /DRIVEWAY MAINTENANCE � � °� ` D � 1, ' -- - I �� VV EASEMENTS. i i - y> , N / - 390 /0 \ / ONE 935 WAY R6 -2 R7 -D2" �' 1" 2. SEE GRADING PLAN FOR LOCATIONS OF 1 W ANYTIME REVERSE CURB AND GUTTER AND TRANSITIONS. D � 7 ' t� I �ESi�NF� �Y: PROJECT: 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS _ ;DMJ 8/09/110 ! a+N +�� SET REV. No. - - -- -- - 4+ ` H Op ~�r� IF THIS DRAWING IS A REDUCTION DAT AVEMORE PHASE W- TOWNHOUSES 5 2 ADDRESS SECOND SUBMISSION REVIEW COMMENTS DMJ 9/10/110 t A -- -- -- -- -- - — - - -- - -- - -- - - GRAPHIC SCALE MUST BE USED ENGINEERS DRAWN FINAL SITE PLAN - -{ 3 _ADDRESS E &S COMMENTS -ADDED TOPO Q „ - SURVEYORS KTM ALBEMARLE, VIRGINIA DRAWING NUMBER: CERTIFICATION - - DMJ 8 8 12 -- - -- - -- - -- - - - -- - �, � �,. SCALE. 1 - 20 __ -_ -- - / - -- -___ _.___ -_._ _---- .___ - - -_ - - -- __- _ - DAVID M. JENSEN PLANNERS �IHR eY: � SITE LAYOUT C-7 4 ADDRESS ACSA COMMENTS DMJ 8123112 Lic. No. 11484 -- DMJ 5 MINOR SITE PLAN AMENDMENT DMJ 3/1 1/1,3 �' - -- -- - -- -- - - - - _ ---- - - - - -- SHEET NUMBER: W s PO Box 4119 3040 Ave Me, Square PL P 20 0 20 Lynchburg, vn zaso2 eh�lottes�me, vn zz911 W WA NUMBER: FILE NAME. E l � � L L I N � . SCALE: DATE. O �� Phone: 434.316.6080 Phone: 434.984 2700 — 1 "_20 ' -- _ - 209088.04 so .dwg CIVIL 6128110 - — - - - - - - - - - - - - - - - - - - , x N E . �� 80 ds CtPho h R r 8804c col H.- o of NO. 1 SHEET REVISION BY DATE N0, SHEET PREVISION B � DATE. ♦��0 81 v� 3 a 00 O U U �i- O 00 00 O O 3 a c v EL Q) Q) v c d- 0 00 0a 0 rn O N 0 Q a0 00 O O O N Fn j 1 �g °02`'31 r CONTRACTOR LL PERFORM TEST PITS AS 1 -: 5\ d E_ \� ARIM ROAD IL'_C - - NECESSARY T VERIFY EXISTING WATERLINE P 6 0 / H S E R 5 0 0 - DEBORA 1 MCA .� WS \ �� � � I A J o� V' 78 G =300 0 1 / - L 32 P ` " B - "I !a \S -- D.' . _86 ERTS 0 G z I g - �: N U�� E Y - _ MAC A �^t 3 T_ -1N W __ A / N I F EST PIT _. �� -- 44 7 )Nt D: R - 0 R IL - IAE �� U NC��_L AM -_.. Z0 D R10 RESID t ( r �\ �� 3r „= �S .R. A04 445 �8 00 �� \Iy \ —� M 7 I ` — E N AL V - CONNECT TO EX 6 WATERLINE REMOVE EX 6 \I: SIN "�EE �ANIIEY ; _ -� X 4-"�REDUCER AND EX 4" WATERLINE TO THE EXTENT NECESSRY TB INSTALL NEW _ SAN F I 6 91 GV 8 . LL , _� A i1— X --6 p REDUCER ` If / 94 Sr`i WATERLINE INSTAL 11f I J� : li 19S , ti AND EXTEND 8" WATERLINE AS SHOWN , CXJ �:�1 � I, -� _ _ _ _' -- � _ _ I t 1 � f 1. _ RE \I y - - -- - -- -- - 7 - �3'1��" E- % I \ - 50 i r - - -- - - - - - - -- - - - - - - - -- — 94 12 o 0 �I - I - 10' PRIVATE S D ES MT WATERLINE 1 � - -- �T - !�LsE y - - -- E A �- -- PRIVATE I �. I i y o � II : - !- I I S g ES MME - - - � __ � -_.�_I 9 0 I� -��- - � � �- � �, � - � U I LD ,� �' ; „ - � T CJ I ,� � ! - -�- I! � � ' I I �; ; �� I O y BUILDING 5 ,, -- _ IOT , �� ��, UILDIN �, 1 G 8 }; J �[ -�;� �> V� -�� T (� =V) -C 1 �,� EOT 3114 I 1 II 11 ? -- <✓ 4 ° IL o 0 0 o Q 0" c)o �o -� o �o �o �� J ' �r, ago r a-o cosy I rn �o� �o o �o y moo: �� v �.� �� o o ��� �o I � % AVEMORE _ a o� o� a 6 o PHASE I I I 20' AC A SANITARY - , I CO o� v� - � I II j II � S'�WLR EA��MENT �� I.: 2 U L:_ L u �I 7 w� 0-) �I 1 I � 1 ) I D. B. 1 872 P 292 _� / \ d 0 �� LL- !.� ! r I I A i M P 7 b - ., :� o L �I �> \ IE - �� �, CONTRACTOR'S LAY T 3 � TMP 78 \ -3� -1 D S I AVE1%E;01,- I AT , E -AR -C _�_ A ___ �- -- MER OIAN AND HOLDINGS EEC D.B. 7 a - -- VALVE BOX AND C ER �- _ T } II D.B. .5840 P. 20 TE � �; � � I �� '� E'��D : 2 ' � R S I D � _ I �' , �_ - -1 I I ��-� I I- I I T - - � I 1 � � I i � � � � � I� r � I SHALL NOT BE LO TED ' 1 < , ! - I A/ y� Z\ \: R -15 RESIDENTIAL ( S 1 s_. E ��T DIN I_.� /� C I I �/ Nr_1E� I - - WITHIN T _GONG E� _ II- \ f X97 - -Y .� _ - - I I i CUR -.11 \r. VACANT RESIDENTIAL � I � I I R, � i� � Y � � � � � � � r 1- I: .� MEET EXISTING TOP CURB - - - Q LINE AND ON GRADE ROVIDE SMOOTH TRANSITION Q ENSUR CONTRACTOR SHALL PERFORM S 0 WI 8 W i W 8 8 W 8 W • - �OSMVE__DRAINA�zE TEST PITS AS NECESSARY TO -� 8 W - _ _7 VERIFY EXISTING SANITARY I \ �� HI, - -- 13� 8" -W- - TERLINE - -- a - -- 2 00 20'- P IVATE- SID - - 11 +00 BM L= - G ARE 00 4o i -- - - — - - _ - - - - - \ I a/ SEWER. INVERTS, TMP 78 \ �� - GF _ 4 W MT \ 3,94.21 �� - - - -- - -- - - - -- - - -- G E' - -- ----- - - - - -- - - - -- - - - -- - -- d'- nV WILON ASSOCIATES, E.P. -0 - I Q 0 FF' �� -- -- - - > I -O / U D\13. 1 0 P . 2 U �_ -- - - - _ - -- - - -- - -- - - - A �L j _ - - - - � X _ _- - - -- - - -- -I — - -- _ I .....,E ��- `� - - . - - : — -_- - -- - - . �8 -$��� �� - - _ - _ _ - - —z- _ - \ � ( T o6 ZONF : R— 0 KS D: , N IAL , �� 1 _ J I - -- _.. _ v 1- � � � SEWER NT \ r �- -- -- � �� , - _ �ry L - ---- - - - -- - - - -- - -?�- - - - _ -- - _j _ U�L. \ARTM \I\ -,. `� - � Eti ; �, I '' '-- ---- r' ��3 D4 � - - - - - - - -I - -20' ACSA WA - _ -__- 0 ' - D - - -- - - -- 1J: 4 _ �� 5.2\ _ 10 + 0 0 , \ •� _� E M C I�-I F _ tp C 0 4= F� 5° 9 \ SAN A SAN SAN SAN SAN SAN AN \ S�I`L_ SAN -� $ h,: _ SAN S tiv uw -- /; ��J - �J �� ACSA`"'WATE' & �J Z1F A SAN A _ G� a F- i SEWER EASEM' ,T \ _ �T _� 3g __ n z z V �C- I i _ A hE'/VO POND OAD ( -� -- _ ,=t W �,'S g - D -5 _ 1� I 1 \4 -- � B M EL - -- - .. - 1--D. B . 12711 -- - - - - -- - - - -- - ' -- - - - - �� - ;. � - - -Z.AO� - - � � cn - - � - -- _ ,+ 7 1 II � - - -. 20+' PRIVATE ROAD 394�51�� �;._. /- �� -- - - - - - �� _ _ .- - - o - - - . I _ � �.,. � -_ 26( . 1 \,� tB9.9 \ TER - - - - - - - - - - - -- ---- - - - - - - - ------ - - - - -- SpT -- - - - -� METER TYP FRAN ME WATERLI A E .END 9 - -- \ �F ,�BQ U4 1 " " 3' CQNC. _LEAD„ WAL (1YP -E oo 1" WHC (TYP) T 3 +° AS SHO N o 8 ✓1 2 \ F F J - -, - - - -- W - -- 4 -- 4 4 W 4 W, W 4 W 4 W 4 W 4 W W#j /39� - - - -- - - -- - VI P 78--- 1 -- - - -'- - - - -- - — -- -- \. cc QI _r_ 77 - - -- —� —I I_. _ - - — ` _ r : ZQ� ED: R - -rQ. RE IDLI�TiAE_ '. 8 � l 5 I— I— I —I -- I I a I I I ^� L. 11_ I J = t�sE: APARTME ITS w: o ,38q -! - �_ l _ I�� GF 94 7 PEDESTRIAN _ : F F g ACCESS & MAINT CE OI 1 r' o I 1 v, ., h N wi, M cb 00 C O cti c� 03 0 390 I / ENT - � - � � - - g I O d.o d �� �� �� _ �� CD C C-) i / a --J I I I 20' POND ` ACC" ES,t Oc S EAS M ENr LL- Pr 11_ 1 D. J1 9 21i 13 Lj- / ® TEST PIT �•�. • • ' HORIZONTAL SCALE: 1"=20' • 1 - -� i� c .. �I'• 00 • �� �. _ �'' : =' 0 N 380 380 370 N0. I \LET RLVISION utvv 'Iu +bu 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +40.49 SANITARY PROFILE STRUCTURES I THROUGH 4 HORIZONTAL SCALE: 1 " =20' VERTICAL SCALE: 1'=10' DMJ 8109110 - -- 1 - f04* N+00 DMJ 911 0 10 — -- - - - -_ - -- - -- -_- i TH O.F fir 0 — DESIGNED E3Y: F R \ECT \ R \. No. oAT AVEMORE PHASE IV— TOWNHOUSES - - - -- - / - -_ --- - -___- —_ - - -_ - -- -_- ��': IF THIS DRAWING IS A REDUCTION _ -1 5 GRAPHIC SCALE MUST BE USED ENGINES tS DRAWN BY: FINAL SITE PLAN -- - - - -- - -- - - -- - - -- - - - -- - - -- VIRGINIA DRAWING NUMBER: DMJ 8/8/12 - � � 1- -_ - -- - -- � � ' � " SURVEYORS I ALBEMARLE, -- -- �' SCALE: 1 = 20 KTM - __ -_ -- DMJ _8/23/ 12 - - -- - - DAVID M. JENSEN � PLANNERS - - - - - - - -- TI r � E: f ,d Lic.No.11484 DIHF' �Y: DMJ 3/11/13 UTILITY PLAN AND SANITARY SEWER PROFILES C -9 _l w� PO Box 4119 3040AvemoreSquavePl. - -- — — - - -- SHEET NUMBER; Lyn chbo V c - � r A 24502 � :i s� G 20 0 20 K, �nazlo,r�s�tue,vnzzsu In/,/I/,q N�iMC3 \. I FILE N \F. DISCiPf_II'�E. l SCALE-1- DATE. — - - -- - - - - -- % Q �+� Phone: 434 316.6080 Phone: 434.984.27!00 AS SHOWN BY DhTE N0. SHEE1 ZEVISION 3Y DA /-1- 0 00N1N4��� _ -� .� d�E��'d 5-' -�t — 209088.04 908804C- CO9.dwg CIVIL 6�28�10 9 Of 15 V. AS SHOWN HORIZONTAL SCALE: 1"=20' - -� d- 0 00 +o+�- - - 0 N o 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS - - -_ --- -- - -- - z x -- -- Q - -- ADDRESS E &S COMMENTS — ADDED TOPO 00 - CERTIFICATION 360 N w z - - - - - 36 0 CN 5 MINOR SITE PLAN AMENDMENT 00 00 o r� ! co i 00 co 00 3 e 0 10 +00 10+41.74 SANITARY PROFILE STRUCTURES EXI THROUGH 5 N0. I \LET RLVISION utvv 'Iu +bu 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +40.49 SANITARY PROFILE STRUCTURES I THROUGH 4 HORIZONTAL SCALE: 1 " =20' VERTICAL SCALE: 1'=10' DMJ 8109110 - -- 1 - f04* N+00 DMJ 911 0 10 — -- - - - -_ - -- - -- -_- i TH O.F fir 0 — DESIGNED E3Y: F R \ECT \ R \. No. oAT AVEMORE PHASE IV— TOWNHOUSES - - - -- - / - -_ --- - -___- —_ - - -_ - -- -_- ��': IF THIS DRAWING IS A REDUCTION _ -1 5 GRAPHIC SCALE MUST BE USED ENGINES tS DRAWN BY: FINAL SITE PLAN -- - - - -- - -- - - -- - - -- - - - -- - - -- VIRGINIA DRAWING NUMBER: DMJ 8/8/12 - � � 1- -_ - -- - -- � � ' � " SURVEYORS I ALBEMARLE, -- -- �' SCALE: 1 = 20 KTM - __ -_ -- DMJ _8/23/ 12 - - -- - - DAVID M. JENSEN � PLANNERS - - - - - - - -- TI r � E: f ,d Lic.No.11484 DIHF' �Y: DMJ 3/11/13 UTILITY PLAN AND SANITARY SEWER PROFILES C -9 _l w� PO Box 4119 3040AvemoreSquavePl. - -- — — - - -- SHEET NUMBER; Lyn chbo V c - � r A 24502 � :i s� G 20 0 20 K, �nazlo,r�s�tue,vnzzsu In/,/I/,q N�iMC3 \. I FILE N \F. DISCiPf_II'�E. l SCALE-1- DATE. — - - -- - - - - -- % Q �+� Phone: 434 316.6080 Phone: 434.984.27!00 AS SHOWN BY DhTE N0. SHEE1 ZEVISION 3Y DA /-1- 0 00N1N4��� _ -� .� d�E��'d 5-' -�t — 209088.04 908804C- CO9.dwg CIVIL 6�28�10 9 Of 15 V. AS SHOWN HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=10' d- 0 00 0 0 N QT- 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS - - -_ --- -- - -- - � 2 -- - - -- -- -. - - -- - - - - -- ADDRESS SECOND SUBMISSION REVIEW COMMENTS Q 3 ADDRESS E &S COMMENTS — ADDED TOPO 00 - CERTIFICATION rn 4 ADDRESS ACSA COMMENTS r- CN 5 MINOR SITE PLAN AMENDMENT N0. I \LET RLVISION utvv 'Iu +bu 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +40.49 SANITARY PROFILE STRUCTURES I THROUGH 4 HORIZONTAL SCALE: 1 " =20' VERTICAL SCALE: 1'=10' DMJ 8109110 - -- 1 - f04* N+00 DMJ 911 0 10 — -- - - - -_ - -- - -- -_- i TH O.F fir 0 — DESIGNED E3Y: F R \ECT \ R \. No. oAT AVEMORE PHASE IV— TOWNHOUSES - - - -- - / - -_ --- - -___- —_ - - -_ - -- -_- ��': IF THIS DRAWING IS A REDUCTION _ -1 5 GRAPHIC SCALE MUST BE USED ENGINES tS DRAWN BY: FINAL SITE PLAN -- - - - -- - -- - - -- - - -- - - - -- - - -- VIRGINIA DRAWING NUMBER: DMJ 8/8/12 - � � 1- -_ - -- - -- � � ' � " SURVEYORS I ALBEMARLE, -- -- �' SCALE: 1 = 20 KTM - __ -_ -- DMJ _8/23/ 12 - - -- - - DAVID M. JENSEN � PLANNERS - - - - - - - -- TI r � E: f ,d Lic.No.11484 DIHF' �Y: DMJ 3/11/13 UTILITY PLAN AND SANITARY SEWER PROFILES C -9 _l w� PO Box 4119 3040AvemoreSquavePl. - -- — — - - -- SHEET NUMBER; Lyn chbo V c - � r A 24502 � :i s� G 20 0 20 K, �nazlo,r�s�tue,vnzzsu In/,/I/,q N�iMC3 \. I FILE N \F. DISCiPf_II'�E. l SCALE-1- DATE. — - - -- - - - - -- % Q �+� Phone: 434 316.6080 Phone: 434.984.27!00 AS SHOWN BY DhTE N0. SHEE1 ZEVISION 3Y DA /-1- 0 00N1N4��� _ -� .� d�E��'d 5-' -�t — 209088.04 908804C- CO9.dwg CIVIL 6�28�10 9 Of 15 V. AS SHOWN 04 3 O Q) O 00 0 0) a. 06 00 rn E 00 00 rn 04 :z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+65.69 WATER LINE I - PROFILE STA. 10+00 TO STA. 14+68.84 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 VERT: 1"= 10' 10, 0 10, WATER LINE 2 - PROFILE STA. 10+00 TO STA. 13+52.54 20' 0 20' HORZ: 1" = 20' 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS DMJ 81091,10 DES)'GNED 13Y: PROJECT: SET REV. NO. - -------- VH of 00 DAT AVEMORE PHASE W—TOWNHOUSES 2 ADDRESS SECOND SUBMISSION REVIEW COMMENTS DMJ 9110/10 %. IF 5 3 ADDRESS E&S COMMENTS ADDED TOPO ENGINMERS 0 RA WN E3 Y: FINAL SITE PLAN SURVEYORS ALBEMARLE, VIRGINIA DRAWING NUMBER: KTM CERTIFICATION DMJ 8181 -1 z TITLE: ------ 911 DAVID M. JE, SEN AM= PLANNERS • W�_ -0 S� N! 10/1 112 [-')IHR BY: 4 ADDRESS ACSA COMMENTS DMJ 812311.2 1 WATERLINE PROFILES C-10 Lie. No. 11484 DMJ 1. AsSO-CIATES 5 MINOR SITE PLAN AMENDMENT �DMJ 3111113 0, SHEET NUMBER: 0 PO Box 4119 3040 Avemore Square Pl. Lynchburg VA 24502 Charlonewille,WA22911 WV✓A NUMBER. FILE NAME: DISCIPLINE.- SCALE- DATE: Phone: 434.316.6080 Phone: 434.994.2700 H.- 1 "=20' 10 of 15 0 NAL 0 www.wwassociates.rict 209088.04 908804C—ClO.dwg CIVIL 6128110 000 VI- 1 --- 10' NO SI-IEET REVISION DATE NO. SHEET REVISION BY DATE At* I 01 3 U I U �t- O 0 Do O O 3 c 0 a� v d- O a6 0 0 O O N 0 E 00 0 rn 0 N / 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 14 +98.50 STORM PROFILE STRUCTURES D3 THROUGH D3.2 STORM PROFILE STRUCTURES EXI THROUGH D6 10 +00 10 +50 10 +69.33 STORM PROFILE STRUCTURES D5 THROUGH D5.1 STORM SEWER DESIGN WWA PROJECT NUMBER 209088.04 COMPUTATIONS COUNTY Albemarle County DISTRICT DESCRIPTION Avemore Phase 4 SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (TC) RAIN FALL (110 RUNOFF O INVERT ELEVATIONS LENGTH SLOPE DIA MANNING's n CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) INLET No. ACRES C INCRE- MENT ACCUM- ULATED MIN IN /HR CFS UPPER END LOWER END FT FT /FT IN DEPTH PER PIPE CFS FPS SEC FT FT MANUFACTURER 1 2 3 4 5 6 7 8) 9 10 11 12 13 14 15 16 17 18 19 20 21 22 5.1 5 0.07 0.60 0.04 0.04 5.00 67 0.3 385.50 384.66 67.33 O 0125 15 0.013 7.2 5.9 11A 389.00 3,50 5.1 ti ,a 6 5 0.25 0.50 0.13 0.13 5.00 6.7 0.8 385.00 384.66 67.33 0,0050 15 0.013 4.6 3,8 18,0 388.50 3,50 6 5 4 0.15 0.50 0.08 0.24 5.30 6.6 1.6 384.56 383.02 89.04 0,0173 15 1 0.013 8.5 6,9 1 2.8, .Q 388.39 15. 4 3 0.40 0.75 0.30 0.54 5.51 6.5 3.5 382.92 382.64 28.73 ��.,,a..�:.�, r'' r 097 15 0.013 6.4 ,�.;� '' 5 �: ��.,� O 387.03 4,11 J F- O c� 3.2 3.1 0.42 0.70 0.29 0.29 5.00 6.7 2.0 383.54 383.37 28.59 0.0059 15 0.013 5.0 4A 7,0 387.29 3,75 3.2 3.1 3 0.27 0.75 0.20 0.50 5.12 6.6 3.3 383.27 382.64 125.16 0.0050 15 0.013 4.6 7 33A ,r . Q O O 387.02 175 x C/) � 3 CO 3 uJ I- 0- LU � ,; :7q a> left 1 0.25 0.75 10.1881 0.75 1 0.00 0.75 0..0010 0.02 2.0 1 0.083 3 2 0.39 0.75 0.29 1.33 5.60 6.5 8.6 382.54 381.95 88.86 0,0066 18 0.013 8.6 4,9 18,3 1 4.15 386.73 4,19 3 2 1 - - - 1.33 5.91 6.4 8.5 381.86 380.87 153.56 O.0064 18 0.013 8.5 4.8 32A 0.42 10.006 386.11 4,25 3 F-2C7 8 1 EX2 - - 1.46 2.79 6.44 6.2 17.4 380.77 380.64 13.14 0,0099 18 0.013 10.5 5,9 2.2 385.01 4,24 right EX2 EX-I - - - 2.79 1 6.48 1 6.2 1 173 1 380.43 380.24 17.17 " 01 11 1 18 0.013 11.1 1 63 1 2.7 383.82 3,39 EX2 NYLOPLAST 24" DRAIN BASIN: 2824AG X 00 �O ��0000 ©(Z) INTEGRATED DUCTILE IRON ® FRAME & GRATE TO ®VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24" FOR CORRUGATED HDPE (ADS N -12, ADS SINGLE WALL, HANCOR DUAL. WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC ®WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) GRATE OPTIONS LOAD RATING PART # DRAWING # �--°� MATCH BASIN O.D. 2499CGP 7001- 110 -216 STANDARD MEETS H -20 2499CGS 7001- 110 -217 SOLID COVER MEETS H -20 2499CGC 7001- 110 -218 DOME N/A 2499CGD �- GRATES /SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 -50 -05 3 VARIABLE INVERT HEIGHTS MINIMUM PIPE BURIAL 2401 D1 7001 - 110 -075 CONTAINED HEREIN, OR MANUFACTURE OF ANY Q FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRAD E 70-50-05 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS (3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. AVAILABLE (ACCORDING TO DEPTH PER PIPE SCALE 1:40 SHEET 1 OF 1 QADAPTER PERMISSION FROM NYLOPLAST. ©2007 NYLOPLAST RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. PLANS/TAKE OFF) MANUFACTURER ANGLES SEE DRAWING NO. 7001-11M5 RECOMMENDATION Hydrology VARIABLE 0° -360° DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TOASTM D3212 Inlet ACCORDING TO FOR CORRUGATED HOPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC PLANS ® - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0- TO 360-. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001- 110 -013. ®VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24" FOR CORRUGATED HDPE (ADS N -12, ADS SINGLE WALL, HANCOR DUAL. WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC ®WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H -10 2499CGP 7001- 110 -216 STANDARD MEETS H -20 2499CGS 7001- 110 -217 SOLID COVER MEETS H -20 2499CGC 7001- 110 -218 DOME N/A 2499CGD 7001 - 110 -219 DROP IN GRATE LIGHT DUTY 2401 D1 7001 - 110 -075 0 VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT O BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 4.3.06 PHN (770) 932 -2443 DESIGN OR capacity and depth) NY1601asf �,(nyloplast us.corm TECHNICAL INFORMATION SHOWN HEREIN APPD BY CJA PROJECT NO.MAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4.3.06 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 241N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001 - 110.192 REV B PERMISSION FROM NYLOPLAST. ©2007 NYLOPLAST INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in /hr for spread, and 6.5 in /hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet ti ,a (d cn w- fc Q rn ,� .-. '� O - O Q> '. N � ri 70 O N y 0 00 .Q ... Q � crs N p � � ?�i� f0 N p� t _ U U O 3 � O � J F- O c� 3 p ^^-' X 6- O N, U) Co cis Rs p > J ¢ v Q U Q O O 5 C:6 x C/) � 3 CO 3 uJ I- 0- LU � ,; :7q a> left 1 0.25 0.75 10.1881 0.75 1 0.00 0.75 0..0010 0.02 2.0 1 0.083 14.15 17.94 10.69 right 1 0.14 1 0.75 10.1051 0.42 1 0.00 0.42 0.0010 0.02 12.0 1 0.083 1 4.15 1 5.76 1 0.84 combined flow 1.2 0.42 10.006 1 6.22 3 F-2C7 8 left 0.10 1 0.75 10.0751 0.30 1 0.00 0.30 0.00101 0.02 2.0 0.083 1 4.15 1 4.59 1 0.92 right 0.17 0.75 0.128 0.51 0.00 0.51 0.0010 0.02 2.0 0.083 4.15 6.46 0.79 combined flow 0.8 0.40 10.006 1 5.52 3.1 2C 6 left 1 0.32 1 0.70 10.2241 0.90 1 0.00 0.90 0.0010 1 0.02 1 2.0 1 0.083 1 4.15 1 8.69 1 0.65 right 1 0.10 1 0.70 10.0701 0.28 1 0.00 0.28 0.:00101 0.02 1 2.0 1 0.083 1 4.15 1 4.35 1 0.93 combined flow 1.2 0.44 0.007 7.10 3.2 F72C 1 6 left 0.17 0.75 0.128 0.51 0.00 0.51 0.0010 0.02 2.0 0.083 4.15 6.46 0.79 right 1 0.23 1 0.75 10.1731 0.69 1 0.00 0.69 0.100101 0.02 1 2.0 1 0.083 14.15 17.61 1 0.71 combined flow 1.2 0.42 10,0067 6.33 4 F2CT 8 I I I -E all 0.15 0.50 0.075 0.30 0.00 0.30 1 0.03 1 1 EL 0.3 " d.12 n/a -'4)00 .'! 5 ADS 24" Drain Basin :4:� all 1 0.07 10.60 10.042 1 0.17 1 0.00 0.17 1 0.04 0.2 Q.10. n/a 2.50 = 5.1 ADS 24" Drain Basin all I 0.25 1 0.50 10.125 1 0.50 1 0.00 0.50 1 0.03 6 0.5 1 0,15:, 1 n/a 5,09 ADS 24" Drain Basin NOTE: ALL STORM DRAINS CONSTRUCTED WITH THIS PLAN ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED • N E - - -._ _ _ _ _ _ _ - - NH�oF ,� DESIGNED �Y PROJECT: SET REV. NO. 2 1 ADDRESS FIRST ADDRESS SECONDSUBMISSION SUBMI �SION REVIEW COMMENTS DMJ r 9/10/1(0 4 +� '�� DAT AVEMORE PHASE IV- TOWNHOUSES 5 ?� - - - - -- -- - - -- - -L - -- - - - - - - -- - - -_.. - -- - - - -- - -- - - -- - - -- -- - -- p ENGINEERS DRAWN ,. FINAL SITE PLAN 3 ADDRESS E &S COMMENTS - ADDED TOPO r - ___ -- - -- _ - -__ -_ - - - -__- - - - - - -_ _ -__ -_ _ -_ __ - -_ _ -__ __ -_- -- SURVEYORS ALBEMARLE VIRGINIA - -- -- DRAWING NUMBER: - - - -- -- c7 �. ✓` KTM CERTIFICATION - - DMJ 818112 - DAVID M. JENSEN � PLANNERS TITLE: ------ - - - - -- 4 ADDRESS_ACSA_ COMMENTS DMJ 8/23/12 DIHR BY: STORM DRAIN PROFILES AND CALCULATIONS - - -- - -- - - - -- -- - ------- - -- -- - - - - - -- - - -- - - -- Lic. No. 11484 --- - =___- - - -_ - - -- - - - - - - -- 5 MINOR SITE PLAN AMENDMENT _ - - -__ -- - - - - -_ _- _ -_ -_ -- - DMJ 3111113 . -_ -- `�o ]( w' -- r - -- - -- - -- -- _ __- - -__ - -_ - ,, 3' / / �� SHEET NUMBER: - - - -- I Square Pl. PO Box 4 - T 30 0 Avemore S F _ F"I'3C DAT . Lynchburg, VA 24502 ebarlottesviue, VA 2291, WWA N iJ M �3 � R: F I � t N/1 M E. I P L I N L. � .� C. �'� L C.. E S�, j �C3 Phone: 434.316.6080 Phone 434.9842700 p /�_�+ 1 H: » -ZQ' -- - - __.. -- _ --- - - - - - - - - -- - --- -- - --- - - -- - -- ----- --- -__.__ -- -- - - - -_ QN 1-i www.wv. a�aaciatcs.nct ®�0�41. l..! �.�LH� » 0 NO. SHEET REVISION BY DARE No. sH��I REVISION BY DATE s0"'ON`L"�4 209088.04 s CIVIL v t =10, 6�28�10 1 1 of 15 3 v N U I U d- O Qo DO 0 rn / rn 3 / c v CL N O c IT- d- 0 00 O rn 0 N i 0 E Q 00 00 O O O N v� 3 .a U I U �i- O O O / Ol 3 'o 0 a CL 0 (n 'v c 0 ro 00 0 o� 0 N v 0 E 0 Q 00 ap 0 rn 0 N / v� 3 .o �i U I U 0 00 a rn i v� 3 i c v a) cn 'v C IT- V 0 06 00 0 rn 0 N 0 Q 00 0 rn 0 N EROSION -& SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE DEVELOPMENT OF AVEMORE PHASE IV WHICH CONSISTS OF 34 TOWNHOUSE UNITS, PARKING BAYS WITH TRAVEL WAYS AND ASSOCIATED SUPPORT UTILITIES. THIS PROJECT WILL INVOLVE DISTURBING APPROXIMATELY 2.6 ACRES. II. EXISTING SITE CONDITIONS THE SITE IS LOCATED AT THE TERMINUS OF AVEMORE POND ROAD. THE SITE IS ZONED R15 WITH WOODED AREAS CONSISTING OF SECONDARY GROWTH AND SOME OPEN GRASSED AREAS. III. ADJACENT PROPERTIES THE SITE IS BOUNDED TO THE NORTH AND WEST BY WILTON FARMS, TO THE EAST BY AVEMORE PHASE I AND III AND TO THE SOUTH BY AVEMORE PHASE 1 AND II. IV. OFF -SITE AREAS OFF -SITE BORROW OF APPROVED SOIL MATERIAL WILL BE REQUIRED AND IS TO BE OBTAINED FROM A SITE WITH AN APPROVED EROSION AND SEDIMENT CONTROL PLAN WHICH WILL BE CONFIRMED BY THE COUNTY ERROSION AND SEDIMENT CONTROL INSPECTOR. V. SOILS (SOILS ARE DELINEATED ON SHEET 6) ACCORDING TO USDA SCS SOIL MAPPING, THE PROJECT SITE LIES ON SOIL TYPES: DAVIDSON CLAY LOAM -2313, DAVIDSON CLAY LOAM -23C, RABUN CLAY LOAM-71D, AND STARR SILT LOAM -7913. DAVIDSON CLAY LOAM -2313: THIS DEEP, GENTLY SLOPING, WELL DRAINED SOIL OCCURS ON 2 TO 7 PERCENT SLOPES. HYDROLOGIC SOIL GROUP B. THE K- FACTOR RANGES FROM 0.24 TO 0.32. DAVIDSON CLAY LOAM -23C: THIS DEEP, STRONGLY SLOPING, WELL DRAINED SOIL OCCURS ON 7 TO 15 PERCENT SLOPS. HYDROLOGIC SOIL GROUP B. THE K- FACTOR RANGES FROM 0.24 TO 0.32 RABUN CLAY LOAM-71D: THIS DEEP, MODERATELY STEEP, WELL DRAINED SOIL OCCURS ON 15 TO 25 PERCENT SLOPES. HYDROLOGIC SOIL GROUP B. THE K- FACTOR RANGES FROM 0.28 TO 0.32. STARR SILT LOAM -79B: THIS DEEP, GENTLY SLOPING, WELL DRAINED SOIL OCCURS ON 2 TO 7 PERCENT SLOPES. HYDROLOGIC SOIL GROUP C. THE K- FACTOR IS 0.28. VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION. CARE SHALL ALSO BE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO AVEMORE POND DRIVE, WILTON FARM ROAD, AND FONT;ANA DRIVE. VII. STORMWATER MANAGEMENT CONSIDERATIONS STORMWATER MANAGEMENT IS ATTAINED THROUGH THE EXISTING STORMWATER RETENTION FACILITY THAT WAS CONSTRUCTED DURING AVEMORE PHASE I FOR THE PURPOSE OF SERVING STORMWATER MANAGEMENT FOR PHASES I -IV. SEE NOTE 3 UNDER GENERAL NOTES ON COVER SHEET. VIII. OFF -SITE ACTIVITIES OFF -SITE BORROW OF APPROVED SOIL MATERIAL WILL BE REQUIRED AND IS TO BE OOTAINED FROM A SITE WITH AN APPROVED EROSION AND SEDIMENT CONTROL PLAN WHICH WILL BE CONFIRMED BY THE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. IX. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION A7D SEDIMENT CONTROL HANDBOOK. SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME I, 2008. A. STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE PAVED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" MUST BE INSTAL7D WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. 2. SILT FENCE (SF), 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AR =AS WITH MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. 3. STORM DRAIN INLET PROTECTION (IP), 3.07: APPLIED TO INLETS TO PREVENT SEDIMENT FIOM ENTERING THE STORM DRAIN SYSTEM. 4. TEMPORARY DIVERSION DIKE (DD), 3.09: TEMPORARY DIVERSION DIKES SHALL BE PROVIDE[ AS SHOWN OR AS NEEDED TO DIVERT SEDIMENT -LADEN RUNOFF TOWARDS THE TEMPORARY SEDIMENT BASINS AND TRAPS. 5. TEMPORARY SEDIMENT TRAP (ST), 3.13: DETAINS SEDIMENT LADEN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO FALL OUT OF SUSPENSION. INSTALL AS SHOWN ON PLANS. B. VEGETATIVE PRACTICES 1. TOP SOILING & STOCKPILING (TO), 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO Bi GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FEICE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2. TEMPORARY SEEDING (TS), 3.31: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRAHNG. SEED SELECTION WILL BE DEPENDENT ON THE TIME OF YEAR IN ACCORDANCE WITH THE EROSION AND SEDIMENT CC�TROL HANDBOOK. 3. PERMANENT SEEDING (PS), 3.32: PERMANENT SEEDING SHALL BE PROVIDED ON 'SITE TO DROVIDE STABILIZATION FOR ALL DISTURBED AREAS. SEEDING RATES ARE IN POUNDS PER ACRE. FOR HIGH MAINTENANCE _AWN AREAS APPLY 200 -250 POUNDS OF KENTUCKY 31 OR TURF -TYPE TALL FESCUE. FOR GENERAL SLOPES 3:1 OR [LESS APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED TOP GRASS, AND 20 POUNDS OF A SEASONAL NUIRSE CR(P. FOR LOW MAINTENANCE SLOPES STEEPER THAN 3:1 APPLY 128 POUNDS OF KENTUCKY 31 FESCUE, 2 POUNDS OF RED T)P GRASS, AND 20 POUNDS OF SEASONAL NURSE CROP. THE SEASONAL NURSE CROP USED IS BASED ON THE F(OLLOWIN( SEEDING DATES: FROM FEBRUARY 16 THROUGH APRIL USE ANNUAL RYE; FROM MAY 1 THROUGH AUGUST 15 USE FOXTAIL MILLIT; FROM AUGUST 16 THROUGH OCTOBER USE ANNUAL RYE; AND FROM NOVEMBER THROUGH FEBRUARY 15 USE WINTER IYE. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10- 2(0 -10 Al A RATE OF 1000 POUND PER ACRE; LIME OF AGRICULTURAL GRADE LIMESTONE AT A RATE OF 2 TONS PER ACRE; AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE. BEFORE SEEDING, 4 INCHES OF TOP SOIL SHALL BE SPREAD IN AREAS TO BE SEEDED. APPLY FERTILIZER AND LIME UNIFORMLY AND MIX WELL INTO TOP 4 INCHES OF SEED BED. PREPARE SOIL FOR PERMANENT SEEDING BY TILLAGE OF TOPSOIL IN PLACE TO LOOSEN THOROUGHLY AND BREAK UP ALL CLODS TO A DEPTH OF 6 INCHES. REMOVE ALL STUMPS AND ROOTS, COARSE VEGETATION, STONES LARGER THAN 1-1/2 INCHES AND ALL CON'STRUCTI(N DEBRIS. SOIL SHALL BE WORKED BY SUITABLE AGRICULTURAL EQUIPMENT TO A DEPTH OF NOT LESS THAN 4 INCHES. SURFACE SHALL BE UNIFORM, SMOOTH AND DRAINABLE. A FIRM AND COMPACT SEED BED IS REQUIRED. 4. MULCHING (MU), 3.35: ALL TEMPORARY AND PERMANENT SEEDING SHALL BE STRAW MULCHED. C. MINIMUM STANDARDS MS -1. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. PERMANENT VEGETATIVE COVER: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E &S INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION. MS -4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, STORM INLET PROTEC-TION, SILT FENCING, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION MS -6. SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS AND BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3- ACRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER. MS -7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN !A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WORK IN LIVE WATERCOURSES: N/A WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IM".Al!EDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 - LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPAC[ED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES MS -17. CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVITIES. MS -18. TEMPORARY E &S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E &S AUTHORITY. TRAPPED SEDIMENT AND) THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORMI OF 24 -HOUR DURATION. D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. (SPEC. 3.02) PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 4. (SPEC. 3.05) SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. 5. (SPEC. 3.07) SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 6. (SPEC 3.09) SHALL BE INSPECTED AND REPAIRED A7 THE END OF EACH DAY AND BEFORE EVERY RAINFALL EVENT. 7. (SPEC 3.13) SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE TRAP SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. 8. (SPEC. 3.31 & 3.32) AREAS WHICH FAIL TO ESTABLIISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIIFIED. X. SEQUENCE OF CONSTRUCTION 1. SCHEDULE AND ATTEND PRE - CONSTRUCTION CONFERENCE. 2, INSTALL CONSTRUCTION ENTRANCE, SEDIMENT TRAP, DIVERSION DIKE AND ALL PERIMETER SILT FENCE AND SUPER SILT FENCE AS SHOWN ON THE PLANS PRIOR TO GRADING. 3. CLEAR AND GRUB, STRIP TOPSOIL AND STOCKPILE WITHIN THE LIMITS OF CLEARING AND GRADING. ALL STOCKPILES SHALL BE ENCLOSED BY SILT FENCE. INSTALL STORM DRAINS AND INSTALL INLET PROTECTION AS STRUCTURES ARE PLACED ONLINE. TEMPORARILY OUTFALL STORM DRAIN INTO SEDIMENT TRAP WHILE THE SITE IS BEING GRADED. 4. PERFORM GRADING TO BRING ALL AREAS EXCEPT LOTS 29 -34 TO GRADES SHOWN. PHASE II 5. CONSTRUCT WATER, SEWER UTILITIES, PAVEMENTS, CURBS AND GUTTER. CONSTRUCT UNITS EXCEPT LOTS 29 -34. 6. PROVIDE TEMPORARY SEEDING TO INACTIVE AREAS OF THE SITE TO MINIMIZE TRANSPORT OF SEDIMENT. 7. NO E &S FACILITIES ARE TO BE REMOVED WITHOUT PERMISSION FROM THE COUNTY INSPECTOR. 8. PERFORM PERMANENT SEEDING, STRAW MULCHING, AND STABILIZE ALL DISTURBED AREAS. APPLY DOUBLE SHREDDED HARDWOOD MULCH WHERE SPECIFIED. 9. ENTIRE SITE TO BE STABILIZED AND PERMISSION GIVEN FROM THE COUNTY INSPECTOR BEFORE THE SEDIMENT TRAP IS REMOVED AND THE FINAL STORM CONNECTION IS MADE. 10. GRADE AND CONSTRUCT UNITS 29 -34. 11. PERIMETER EROSION CONTROL DEVICES MUST REMAIN IN PLACE UNTIL INTERIOR CONTROL HAS BEEN SUCCESSFULLY IMPLEMENTED AND/OR THE APPLICABLE DRAINAGE AREA HAS REACHED FINAL GRADE AND BEEN FULLY STABILIZED. REMOVE TEMPORARY EROSION CONTROL MEASURES AND STABILIZE AFFECTED AREAS. SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 12. CLOSE OUT THE PROJECT. XI. ALBEMARLE COUNTY GENERAL. CONSTRUCTION NOTES 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIALS TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 1 1 . ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12.13ORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL. BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14.13ORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15.13ORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 1 6. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 18OLBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR WEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21.THIS PLAN IS VOID IS THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE OF LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE 17- 2078.) XII. PROPERTY OWNER RESPONSIBLE FOR MAINTENANCE IMPLEMENTATION APPLICANT /DEVELOPER: PIEACHTREE HOMES, INC. 28343 MALLARD DRIVE EASTON, MD 21601 ATTN: GEORGE WEBB (443) 995 -2614 - -- -- -- - - - - -- -- - p DESIGNED BY: PROJEET.' SET REV. NO. 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS DMJ 8/09/110 1 - , 044 �,ITH Op M1 DAT AVEMORE PHASE IV- TOWNHOUSES 2 ADDRESS SECOND SUBMISSION REVIEW COMMENTS DMJ 9110/1 ID -- - -____ _ _ __ _'s'` 5 I :► ENGINE'sERS FINAL SITE PLAN 3 ADDBESSUR&S SAWAIE141 CE -T0AUff9MTRLlWION - - - - -- - -- -- ------- - - - - -- - - - -- - - -- - - -- 1 ,_, SURVEYORS +trM -- -------- - - - - -- ALBEMARLE, _VIRGINIA ORAIwIN� NUMBER: 6EB1G1EI�I�ION DMJ 8/8,1'2:2 - -- - - -_ -_- --- ___ -_ -- - - -_ -- DAVID M. TENSEN PLANNERS TITLE: - - - -- -- _ -- - - -- - -- - -- - - - - -- -- DIHR BY: EROSION AND SEDIMENT CONTROL NARRATIVE C -13 4 ADDRESS ACSA COMMENTS DMJ fi 8123112 -- _ _ Lxc. No. 11484 - i DMJ 5 MINOR SITE PLAN AMENDMENT DMJ 311111 .3 'TQ J I ) -- - - - -� SHEET NUMBER: _. �i (1 I PO Box 4119 3040 Avemore Square Pl. 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LANDING - - - -- - -- — - - -- -- -- - -- �� - - T 5 1 5 T _ D.B. 1130 P. 2 _ - ZONED: R =,10 RESIDENTIAL 20 - � _- DZ5.2' �ILLAGE /HEDGE CALCULATIONS LARGE TREES - G EEN G Sip :� _ _ __ BENCH ,HEDGE ( � � ' BOTANICAL / COMMON MEDIUM TREES — - - SAN - �, � N SAN '�AN �A , S < SAN LN - SAN - SAN - - T- SAN SAN - -- SAN - SAN - SAN: — SAN - S AN SA SAN SAN V AN -SAN SAN SAN SAN - N _ ,A PAC - _ S -1 S-1 BENCH - �� � -�_ CODE QTY NAMES Type SIZE @ - R BM EL= 4.51 cc -- F -- \ 4, 4 / q i p \ - _ 14.S 6 - _ —8 PAC® /(411 1 02 / 41 LANDSCAPE SCHEDULE CALCULATIONS LARGE TREES M BOTANICAL / COMMON MEDIUM TREES S 0 PAC - O CODE QTY NAMES Type SIZE ROOT ING 10 -YR COVERAGE OC 13 ORNAMENTAL CONIFERS a UNIT TOTAL Acer rubrum 'Sunset'/ Red T -1 7 Sunset Maple M 1 1/2 " -1 3/4" B &B A.S. 177 1239 Betula nigra 'Heritage'/ T -2 1 Heritage River Birch L 1 1/2 " -1 3/4" B &B A.S. 3971 397 Cercis canadensis 'Forest Pansy'/ Forest Pansy T -4 6 Redbud O 6 -7' B &B A.S. 124 744 Cryptomeria japonica 'Yoshino' / Yoshino T -5 4 Cryptomeria OC 6 -7' B &B A.S. 123 492 Gleditsia tricanthos inermis 'Shademaster' / Thornless T -6 12 Honey Locust L 1 112 " -1 3/4"d B &B A.S. 424 5088 Ilex x Nellie R Stevens / T -7 5 Nellie R Stevens Holly BE 6 -7' B &B A.S. 44 220 Lagerstroemia indica 'Natchez' / Natchez Crape T -8 4 Myrtle SO 6 -7' B &B A.S. 1 77 308 Magnolia grandiflora 'Brackens Brown Beauty'/ T -9 8 Southern Magnolia O 6 -7' B &B A.S. 541 432 Cedrus deodora / Deodar T -10 1 6 Cedar OC 6 -7' B &B A.S. 1 143 858 Juniperus viginiana / T -11 1 3 Eastern Red Cedar OC 6 -7' B &B A.S. 1 16 48 Zelkova serrata 'Village Green'/ Village Green T -12 14 Zelkova L 2- 2 1/2"c B &B A.S. 5101 7140 Prunus serrulata 'Kwansan' / Kwansan Japanese T -14 9 Flowering Cherry SO 1 112 " -1 3/4"q B &B A.S. 87 783 Tilia cordata 'Greenspire' / Greenspire Little Leaf T -16 9 Linden L 11/2 " - 13/4" B &B A.S. 249 2241 (VILLAGE GREEN HEDGE) 5 gal (24" Ilex glabra'Shamrock' / tall at S -1 180 Dwarf Inkberry Holly BE planting) Cont 3.5' cc 0 Total Canopy Area Provided S F 19,990 L 36 LARGE TREES M 7 MEDIUM TREES S 0 SMALL TREES O 14 ORNAMENTAL TREES SO 13 SMALL ORNAMENTAL TREES BE 185 BROADLEAF EVERGREENS OC 13 ORNAMENTAL CONIFERS REPRESENTS DISTRIBUTION OF TREE TYPES DESIGNED BY: PROJEC T: 1 ADDRESS FIRST SUBMISSION REVIEW COMMENTS DMJ 81091110 - _ 04 OP �x OP 00 DAT AVEMORE PHASE IV— TOWNHOUSES AVEMORE - - - -- - -- -- - - -- 2 ADDRESS SECOND SUBMISSION REVIEW COMMENTS DMJ 19 /10/110 �'j■, IF THIS DRAWING IS A REDUCTION 3 ADDRESS E &S COMMENTS ADDED TOPO \ CERTIFICATION _ DMJ 8/_8/12 v - -- - - -- - - -- - — - - -- -- - - - - - -- - -- -- - - -- DAVID M. JENSEN - -- __ 4 ADDRESS ACSA COMMENTS DMJ 8123112 - a Lic.INo.11484 5 MINOR SITE PLAN AMENDMENT DMJ j 3/11/13 _ - - -- -- - - - -- - ._ _ _ - _ - - -- - -- - - _ - - -- - 3 ' Spy, Cs 1 0 NAL LAY DATE NO. N0 SHFF7 RE' ✓!S!ON SHEET i�[ VISION �3Y DATE 0#0o"4 GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' ENGINEERS SURVEYORS PLANNERS AsSOCIATES - -- _ PO Box 4119 3040 ve o e A rn r r Pl Square Lynchburg, VA 24502 Charlottesville, VGA 22911 Phone. 434.316.6080 Phone 434.984.2700 ww� .wwassoclaPS,5.,u4 DRAWN BY FINAL SITE PLAN REG _ -_ ALBEMARLE, VIRGINIA 7IT[.E: DIHR BY: LANDSCAPE PLAN DMJ WWA NUMBER.- Eli -E NAME: DISCIPLINE: SCALE: DATE: 209088.04 908804C- C15.dwg CIVIL H. 1 " =20' 6/28/10 V: N/A SET REV. NO. 5 DRAWING NUMBER: C -15 SHEET NUMBER 15 of 15